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BIBLIOGRAPHY 6 - 1

6 BIBLIOGRAPHY

The most up-to-date list of references can be found at http://www.itascacg.com.

Abazovic, E., and A. Amon. “A Practice Oriented Modified Linear Elastic Constitutive Modelfor Fire Loads and Its Application in Tunnel Construction,” in FLAC and Numerical Modelingin Geomechanics – 2003 (Proceedings of the 3rd International FLAC Symposium, Sudbury,Ontario, Canada, October 2003), pp. 313-319. R. Brummer et al., eds. Lisse: Balkema (2003).

Abazovic, E., and G. Pintar. “Dimensioning and Stability Analysis of Segmental Tunnel Linings Un-dergoing Changes in the Stress Conditions,” in FLAC and Numerical Modeling in Geomechanics(Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, September 1999),pp. 287-292. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Addis, M. A., et al. “Slotted Boreholes for Improved Well Stability and Sand Management,” in CDProceedings of Alaska Rocks 2005 – Rock Mechanics for Energy, Mineral and InfrastructureDevelopment in the Northern Regions (University of Alaska-Anchorage, June 2005), paper no.ARMA/USRMS 05-789. G. Chen et al., eds. ARMA, University of Alaska-Fairbanks (2005).

Ahmadi, M., K. Goshtasbi and R. Ashjari. “Numerical Analyses of Masjed-E-Soleiman PowerhouseCavern, Iran,” in The Second Half Century of Rock Mechanics (11th Congress of the InternationalSociety for Rock Mechanics, Lisbon, Portugal, July 2007), Vol. 2, pp. 951-954. L. Ribeiro eSousa, C. Olalla and N. Grossmann, eds. London: Taylor & Francis Group (2007).

Ahmadi, M., H. M. D. Niasar and M. R. Bidgoli. “Time-Dependent Behavior of Rock Foundationby Laboratory and Numerical Modeling in Gotvand Dam,” in Rock Mechanics: Meeting Society’sChallenges and Demands (1st Canada-U.S. Rock Mechanics Symposium, Vancouver, Canada,May 2007), Vol. 2: Case Histories, pp. 771-776. E. Eberhardt et al., eds. London: Taylor &Francis Group (2007).

Albert, L. F., E. Nicolini and P. Di Natale. “Piles Reinforced Soil below a Raft Foundation,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 427-433. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Alejano, L. R., and E. Alonso. “Considerations of Dilatancy Angle in Rocks and Rock Masses,”Int. J. Rock Mech. Min. Sci., 42, 481-507, 2005.

Alejano, L. R., and E. Alonso. “Subsidence Prediction with FLAC,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 225-232. C. Detournay and R. Hart, eds. Rotterdam: A. A.Balkema (1999).

Alejano, L. R., et al. “Back-Analysis of a Rockburst in a Swallow Gypsum Room and PillarExploitation,” in Proceedings of the 9th ISRM Congress on Rock Mechanics, Paris, France,1999, Vol. 2, pp. 1077-1080. Rotterdam: A. A. Balkema (1999).

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6 - 2 User’s Guide

Alexandris, A. P., M. T. Amparioti and A. N. Pavlou. “Numerical Analysis of a Large UndergroundCavern Constructed with the Central Drift Method,” in Numerical Modeling in Geomechanics –2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May 2006), paper no.02-07. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Almirall, J., X. Borras, B. Celada and J. M. Roca. “Movimientos en la boveda de un tunel carreterode gran seccion sostenido por metodo Bernold en pizzarras sericiticas,” in Towards New Worlds inTunnelling, pp. 1019-1026. Vietez-Utesa and Montanez-Cartaxo, eds. Rotterdam: A. A. Balkema(1992).

Alonso, E., L. R. Alejano and F. Varas. “Observations on Bifurcation and Localization Phenomenaaround an Excavation with FLAC,” in Numerical Modeling in Geomechanics – 2006 (CD Pro-ceedings of the 4th International Symposium, Madrid, Spain, May 2006), paper no. 08-08. R.Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006)

Alonso, E., et al. “Ground Response Curves for Rock Masses Exhibiting Strain-Softening Be-haviour,” Int. J. Num. & Analy. Meth. Geomech., 27, 1153-1184 (2003).

Andrade, C., et al. “Radomiro Tomic Secondary Heap Leach Facility,” in Slope Stability in SurfaceMining, pp. 427-434. W. A. Hustrulid, M. K. McCarter and D. J. A. Van Zyl, eds. Littleton,Colorado: SME (2000).

Andrianopoulos, K. I., A. G. Papadimitriou and G. D. Bouckovalas. “Implementation of a BoundingSurface Model for Seismic Response of Sands,” in Numerical Modeling in Geomechanics – 2006(CD Proceedings of the 4th International Symposium, Madrid, Spain, May 2006), paper no.08-02. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Andrieux, P., et al. “FLAC Numerical Simulations of Tunneling through Paste Backfill at BrunswickMine,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the 3rd Inter-national FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 197-204. R. Brummeret al., eds. Lisse: Balkema (2003).

Antilla, P. “Underground Repository for Low- and Intermediate-Level Radioactive Waste at Loviisa,Finland,” in Proceedings of the Eighth International Congress on Rock Mechanics (Tokyo, Japan,September, 1995), Vol. I, pp. 43-46. T. Fujii, ed. Rotterdam: A. A. Balkema (1995).

Antonov, D. “Development of the Retaining Wall Concept for Backfilled Stope Using FiniteDifference Codes FLAC and FLAC3D,” in Numerical Modeling in Geomechanics – 2006 (CDProceedings of the 4th International Symposium, Madrid, Spain, May 2006), paper no. 02-10.R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Arunakumari, G., and Madhavi Latha. “Effect of Joint Parameters on the Stress-Strain Responseof Rocks,” in The Second Half Century of Rock Mechanics (11th Congress of the InternationalSociety for Rock Mechanics, Lisbon, Portugal, July 2007), Vol. 1, pp. 243-246. L. Ribeiro eSousa, C. Olalla and N. Grossmann, eds. London: Taylor & Francis Group (2007).

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BIBLIOGRAPHY 6 - 3

Asche, H. R. “The Choice of Mesh Size for Accuracy in Elastoplastic Tunnel FLAC Analyses,”FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLAC Sym-posium, Minneapolis, Minnesota, September 1999), pp. 293-299. C. Detournay and R. Hart, eds.Rotterdam: A. A. Balkema (1999).

Attar, I. H., and K. Fakharian. “Effect of Reinforcement Characteristics on Seismic Response ofGeosynthetic-Reinforced Soil Bridge Abutments,” in Sea to Sky Geotechnique (CD Proceedings ofthe 59th Canadian Geotechnical Conference & 7th Joint CGS/IAH-CNC Groundwater SpecialtyConference Specialty Conference, Vancouver, Canada, October 2006), pp. 132-139, paper no.0132-139 (2006).

Avar, B. B., N. Hudyma and M. Karakouzian. “Porosity Dependence of the Elastic Modulus ofLithophysae-Rich Tuff,” Int. J. Rock Mech. & Min. Sci., 40, 919-928 (2003).

Avar, B. B., S. Wilson and N. Hudyma. “A Modeling Attempt to Determine the Relationship betweenMacroporosity and Deformation Modulus of Tuff,” in Sea to Sky Geotechnique (CD Proceedings ofthe 59th Canadian Geotechnical Conference & 7th Joint CGS/IAH-CNC Groundwater SpecialtyConference, Vancouver, Canada, October 2006), pp. 510-514, paper no. 071-75 (2006).

Badie, A., and M. C. Wang. “Stability of Underground Cavity Subjected to Surface Loads,”in Proceedings of the International Symposium on Unique Underground Structures (Denver,Colorado, June 1990), Vol. 1, Ch. 8, pp. 8-1 to 8-18. Denver: CSM Press (1990).

Baraize, E., H. P. Chavaz, Ph. Delmas, P. Gendrin, E. Haza, A. Nancey and J. P. Gourc. “Load-ing of a Geotextile Reinforced Structure National Scale Tests,” in Rencontres 95, Géotextiles etGéomembranes (Beaune, France, September, 1995), pp. 86-92. Ph. Delmas and J. P. Gourc, eds.Paris: Comité Francais pour les Géotextiles et Géomembranes, 1995.

Barbero, M., M. Bonini and M. Borri-Brunetto. “Numerical Modeling of the Mechanical Behaviourof Bimrock,” in The Second Half Century of Rock Mechanics (11th Congress of the InternationalSociety for Rock Mechanics, Lisbon, Portugal, July 2007), Vol. 1, pp. 377-380. L. Ribeiro eSousa, C. Olalla and N. Grossmann, eds. London: Taylor & Francis Group (2007).

Barla, G. “Lessons Learnt from the Excavation of a Large Diameter TBM Tunnel in ComplexHydrogeological Conditions,” in GeoEng 2000 (Proceedings of the International Conference onGeotechnical & Geological Engineering, Melbourne, Australia, November 2000), invited paper,Vol. 1, pp. 938-995. Lancaster, Pennsylvania: Technomic Publishing (2000).

Barla, G., and M. Barla. “Numerical Simulation of Squeezing Behavior in Tunnels,” in FLACand Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd International FLACConference, Lyon, France, October 2001), pp. 323-328. D. Billaux et al., eds. Rotterdam:Balkema (2001).

Barla, G., M. Barla and M. Bonini. “Characterisation of Italian Clay Shales for Tunnel Design,”in special issue of Int. J. Rock Mech. Min. Sci., 41(3), Paper No. 1B 05A (April). Proceedingsof the ISRM SINOROCK2004 symposium (Three Gorges Project Site, China, May 2004). J. A.Hudson and X.-T. Feng, eds. (2004).

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Barla, G., and E. Chiriotti. “Insights into the Behaviour of the Large Deep-Seated GravitationalSlope Deformation of Rosone, in the Piemont Region (Italy),” Felsbau, 13(6), 425-432 (1995).

Barla, G., et al. “Continuum and Discontinuum Modelling of a High Rock Cut,” in TechnologyRoadmap for Rock Mechanics (Proceedings of the 10th Congress of the ISRM, Johannesburg,South Africa, September 2003), Vol. 1, pp. 79-84. Johannesburg: SAIMM (2003).

Bastani, S. A., and B. L. Kutter. “Numerical Modeling of Seepage-Induced Liquefaction andSlope Failure,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings ofthe 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 91-97.R. Brummer et al., eds. Lisse: Balkema (2003).

Bathurst, R. J., et al. “Full-Scale Performance Testing and Numerical Modeling of Reinforced SoilWalls,” in Landmarks in Earth Reinforcement (Proceedings of the International Symposium onEarth Reinforcement, Fukuoka, Kyushu, Japan, November 2001), Vol. 2, pp. 3-28. H. Ochiai etal., eds. Rotterdam: A. A. Balkema (2002).

Bathurst, R. J., and K. Hatami. “Earthquake Response Analysis of Reinforced-Soil Walls UsingFLAC,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 407-415. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Bathurst, R. J., and K. Hatami. “Influence of Reinforcement Properties on Seismic Responseand Design of Reinforced Soil Retaining Walls,” presented at The 51st Canadian GeotechnicalConference, Edmonton, October 1998.

Bathurst, R. J., and K. Hatami. “Influence of Reinforcement Stiffness, Length and Base Conditionon Seismic Response of Geosynthetic Reinforced Retaining Walls,” in Proceedings of the SixthInternational Conference on Geosynthetics (Atlanta, Georgia, March 1998), Vol. 2, pp. 613-616(1998).

Bathurst, R. J., and K. Hatami. “Numerical Study of the Influence of Base Shaking on Rein-forced Soil Retaining Walls,” in Geosynthetics ‘99 (Proceedings of the Conference, Boston, Mas-sachusetts, April 1999), Vol. 2, pp. 963-976. Roseville, Minnesota: Industrial Fabrics AssociationInternational (1999).

Bathurst, R. J., and K. Hatami. “Seismic Response Analysis of a Geosynthetic-Reinforced SoilRetaining Wall,” Geosynthetics Int., 5(1-2), 127-166 (1998).

Beaty, M. H., and P. M. Byrne. “A Synthesized Approach for Modeling Liquefaction and Displace-ments,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 339-347. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Benko, B., and D. Stead. “The Frank Slide: A Reexamination of the Failure Mechanism,” Can.Geotech. J., 35, 299-311 (1998).

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BIBLIOGRAPHY 6 - 5

Benmebarek, S., and N. Khezzar. “Improvement of the Modified Cam-Clay Model for Overcon-solidated Soils,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the2nd International FLAC Conference, Lyon, France, October 2001), pp. 3-6. D. Billaux et al.,eds. Rotterdam: A. A. Balkema (2001).

Berchenko, I. Thermal Loading of a Saturated Rock Mass: Field Experiment and Modeling UsingThermoporoelastic Singular Solutions. Ph.D. Thesis, University of Minnesota, April, 1998.

Berchenko, I., C. Detournay and E. Detournay. “Solution of Thermoplastic Problems Using FLAC,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 133-140. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Berger, D. J., and M. Laurenti. “Mine, Community and Agencies Rely on Numerical Modelingto Assess Sensitivity of Highwall Movement,” in Pacific Rocks 2000: Rock around the Rim(Proceedings of the 4th North American Rock Mechanics Symposium, Seattle, Washington,July-August 2000), pp. 547-560. J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Berger, D. J., and M. Laurenti. “Numerical Modeling Used to Assess Highwall Movement atHomestake Mine,” in Trends in Rock Mechanics (Proceedings of Sessions of Geo-Denver 2000,Denver, Colorado, August 2000). Geotechnical Special Publication No. 102, pp. 164-179. J. F.Labuz, S. D. Glaser and E. Dawson, eds. Reston, Virginia: ASCE (2000).

Billaux, D., et al., eds. FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedingsof the 2nd International FLAC Conference, Lyon, France, October 2001). Rotterdam: A. A.Balkema (2001).

Billaux, D., E. Foerster and E. Antoinet. “Modelling of Soil-Geotextile Interaction for WasteDisposal,” in Geomechanics 96 (Proceedings of the International Conference, Roznov, CzechRepublic, November 1996), pp. 259-263. Z. Rakowski, ed. Rotterdam: A. A. Balkema (1997).

Blümling, P., and H. Konietzky. “Calibration and Verification of a Constitutive Law for OpalinusLay – Results from Laboratory and In-Situ Tests,” in 2nd Colloquium of Rock Mechanics – Theoryand Practice. Mitteilungen für Ingenierurgeologie und Geomechanik der TU Wien, Vol. 6, pp.88-95 (2004).

Board, M. “Examination of the Use of Continuum versus Discontinuum Models for Design andPerformance Assessment for the Yucca Mountain Site,” U.S. NRC, NUREG/CR-5426, August1989.

Board, M. FLAC (Fast Lagrangian Analysis of Continua) Version 2.20. U.S. NRC NUREG/CR-5430, October 1989.

Board, M., E. Chacon, P. Varona and L. Lorig. “Comparative Analysis of Toppling Behaviourat Chuquicamata Open-Pit Mine, Chile,” Trans. Instn. Min. Metall., Sec. A, 105, A11-A21(January-April 1996).

Boidy, E., A. Bouvard and F. Pellet. “Back Analysis of Time-Dependent Behaviour of a Test Galleryin Claystone,” Tunn. & Underground Space Tech., 17, 415-424 (2002).

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Bonini, M., M. Barla and G. Barla. “FLAC Applications to the Analysis of Swelling Behavior inTunnels,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2ndInternational FLAC Conference, Lyon, France, October 2001), pp. 329-333. D. Billaux et al.,eds. Rotterdam: A. A. Balkema (2001).

Boone, S. J., and J. L. Carvalho. “Estimation of Ground Deformation in Soft Soils: Comparisonof Non-Linear Numerical and Analytical Solutions for the Amsterdam North-South Metroline,” inNARMS-TAC 2002: Mining and Tunnelling Innovation and Opportunity, Vol. 2, pp. 1611-1618.R. Hammah et al., eds. Toronto: University of Toronto Press (2002).

Boukpeti, N., and A. Drescher. “Non-associative Models in FLAC,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 491-495. C. Detournay and R. Hart, eds. Rotterdam: A. A.Balkema (1999).

Boukpeti, N., and A. Drescher. “Undrained Biaxial Response of Superior Sand Model,” in FLACand Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd International FLACConference, Lyon, France, October 2001), pp. 7-13. D. Billaux et al., eds. Rotterdam: A. A.Balkema (2001).

Bourdeau, C. “Site Effects Study in the Las Colinas Slope (El Salvador, 2001),” in NumericalModeling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 04-09. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

Brady, B., and L. Lorig. “Analysis of Rock Reinforcement Using Finite Difference Methods,”Computers and Geotechnics, 5(2), 123-149 (1988).

Brady, T. M., and J. C. Johnson. “Comparison of a Finite-Difference Code to a Finite-Element Codein Modeling an Excavation in an Underground Shaft Pillar,” in Numerical Models in Geomechanics(Proceedings of NUMOG III, Niagara Falls, Canada, May 1989), pp. 608-619. London: ElsevierApplied Science (1989).

Brandshaug, T. “Stability of Disposal Rooms during Waste Retrieval,” U. S. Nuclear RegulatoryCommission, NUREG/CR-5335, March 1989.

Brandshaug, T. “Variation of Heat Loading for a Repository at Yucca Mountain,” U.S. NRC,NUREG/CR-5428, September 1989.

Brandshaug, T., et al. “Jämförelse Av Strategier För Analys Av Bergförstärkning Med NumeriskaModeller (Comparison of Strategies for Analysis of Ground Support Using Numerical Models),” inBergmekanikdag 2004 (Presentations from Rock Mechanics Day, March 17, 2004), pp. 53-66.Stockholm: SveBeFo (2004).

Brandshaug, T., P. Solseng and P. Schiller. “A 2D Approach to the Evaluation of the 3D Effects ofLandslide Stabilization Using Piles,” in Foundations and Ground Improvement (Proceedings ofa Special Conference, Virginia Polytechnic University, June 2001, Geotechnical Special Publi-cation No. 113), pp. 130-144. T. L. Brandon, ed. Reston, Virginia: ASCE (2001).

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BIBLIOGRAPHY 6 - 7

Brown, E. T. Block Caving Geomechanics (The International Caving Study I, 1997-2000).University of Queensland, JKMRC Monograph Series in Mining and Mineral Processing, Vol. 3.Indooroopilly, Australia: JKMRC (2003).

Brox, D. R., and H. Hagedorn. “Prediction of In-Situ Stresses Based on Observations and BackAnalyses: Piora-Mulde Exploratory Tunnel, Gotthard Base Tunnel Project,” in Prediction andPerformance in Rock Mechanics & Rock Engineering (Proceedings of the ISRM InternationalSymposium EUROCK ’96, Turin, Italy, September 1996), Vol. 2, pp. 1047-1052. G. Barla, ed.Rotterdam: A. A. Balkema (1996).

Brox, D. R., H. Konietzky and F. Rummel. “In-Situ Stress Measurements Using Hydraulic Frac-turing in Jointed Rock in Hong Kong,” in Geotechnical Rise – Identification, Evaluation andSolutions (Proceedings of the 6th Australia – New Zealand Conference on Geomechanics,Christchurch, February 1992), pp. 231-235. Christchurch, New Zealand: New Zealand Ge-omechanics Society (1992).

Brummer, R., et al., eds. FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedingsof the 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003). Lisse:Balkema (2003).

Brummer, R. K., P. P. Andrieux and C. P. O’Connor. “Stability Analyses of Undermined Sill Mats forBase Metal Mining,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings ofthe 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 189-195.R. Brummer et al., eds. Lisse: Balkema (2003).

Bu, S. “Seismic Evaluation of Concrete Gravity Dams Using FLAC,” in FLAC and NumericalModeling in Geomechanics – 2001 (Proceedings of the 2nd International FLAC Conference,Lyon, France, October 2001), pp. 39-46. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Buchet, G., and A. Van Cotthem. “3D ‘Steady State’ Numerical Modeling of Tunneling andCompensation Grouting,” in FLAC and Numerical Modeling in Geomechanics (Proceedings ofthe International FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 255-261.C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Bugden, A., and J. Cassie. “Tensile Roof Failure Arising from Horizontal Compressive Stressand Geological Slips,” in Ground Control in Mining (Proceedings of the 22nd InternationalConference, Morgantown, West Virginia, August 2003), pp. 195-202. S. S. Peng et al., eds.Morgantown, West Virginia: West Virgina University, Department of Mining Engineering (2003).

Bullen, F., and N. Preson. “Extending the Use of the Nottingham Asphalt Tester,” in Proceedingsof the 7th International Conference on Asphalt Pavements, pp. 35-44. Nottingham: Int. Soc.Asphalt Pavements, 1992.

Bureau, G. J. “Use of FLAC for Seismic Analysis of Concrete Gravity Dams,” in NumericalModeling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 04-01. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

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Bureau, G., T. O. Keller and S. W. McClelland. “Nonlinear Seismic Analysis of Sweetwater MainDam,” in Technologies to Enhance Dam Safety and Environment (Proceedings of the 25th USSDConference, Salt Lake City, Utah, June 2005), pp. 367-384. Denver: U.S. Society on Dams (2005).

Bureau, G., A. E. Velasco and A. Spichiger Blumel. “Seismic Design of Stage IV Raising LosLeones Dam, Chile,” ASDSO Newsletter, 15-22 (1994).

Burghignoli, A., S. Miliziano and F. M. Soccadato. “Effectiveness of Fast-Flow Algorithm: 2DConsolidation Benchmark and Tunneling Application,” in FLAC and Numerical Modeling inGeomechanics – 2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France,October 2001), pp. 345-352. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Burlingame, M. J., D. Egin and W. B. Armstrong. “Technical Note: Unit Weight Determinationof Landfill Waste Using Sonic Drilling Methods,” J. Geotech. Geoenviron. Eng., 133(5), 609-612(2007).

Burlingame, M. J., A. M. Fouda and R. D. Hart. “Modeling of Landfill Stability with Vertical BarrierWalls: A Practical Example Using Limit Equilibrium and Numerical Methods,” in GeotechnicalEngineering in the Information Technology Age (CD Proceedings of Geocongress 2006, Atlanta,Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston, Virginia: ASCE (2006).

Button, E., et al. “Spatial Relationships between Discontinuity Orientation and System Behaviorin Underground Excavations,” in Golden Rocks 2006 – 50 Years of Rock Mechanics, ColoradoSchool of Mines (Proceedings of the 41st U.S. Rock Mechanics Symposium, June 2006), paperno. 06-957. D. P. Yale et al., eds. ARMA (2006).

Bye, A. R., and F. G. Bell. “Stability Assessment and Slope Design at Sandsloot Open Pit, SouthAfrica,” Int. J. Rock Mech. & Min. Sci., 38, 449-466 (2001).

Bye, A. R., C. A. Jermy and F. G. Bell. “Slope Optimisation and Review of the GeotechnicalConditions at Sandsloot Open Pit,” in Proceedings of the 9th ISRM Congress on Rock Mechanics(Paris, France, 1999), Vol. 1, pp. 77-82. Rotterdam: A. A. Balkema (1999).

Byrne, P. M., S. S. Park and M. Beaty. “Seismic Liquefaction: Centrifuge and Numerical Modeling,”in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the 3rd InternationalFLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 321-331. R. Brummer et al.,eds. Lisse: Balkema (2003).

Byrne, P. M., and M. Seid-Karbasi. “Seismic Stability of Impoundments,” presented at the Van-couver Geotechnical Society Symposium, May 2003.

Ca a, M., and A. Tajdu. “The Influence of Roof Bolts Locations on Its Interaction with the RockMass,” in GeoEng 2000 (Proceedings of the International Conference on Geotechnical & Geo-logical Engineering, Melbourne, Australia, November 2000), Paper UW0955. Lancaster, Penn-sylvania: Technomic Publishing (2000).

Caceres, C., et al. “Effect of Backfill on Open Stope Design,” in Golden Rocks 2006 – 50 Yearsof Rock Mechanics, Colorado School of Mines (Proceedings of the 41st U.S. Rock MechanicsSymposium, June 2006), paper no. 06-1132. D. P. Yale et al., eds. ARMA (2006).

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BIBLIOGRAPHY 6 - 9

Cai, M., et al. “FLAC/PFC Coupled Numerical Simulation of AE in Large-Scale UndergroundExcavations,” Int. J. Rock Mech. Min. Sci., 44, 550-564, 2007.

Cai, M., P. K. Kaiser and C. D. Martin. “Quantification of Rock Mass Damage in UndergroundExcavations from Microseismic Event Monitoring,” Int. J. Rock Mech. & Min. Sci., 38, 1135-1145(2001).

Cai, M., P. K. Kaiser and C. D. Martin. “Rock Mass Softening due to Damage Quantified by Micro-seismicity,” FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 371-378. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Cala, M., and J. Flisiak. “Complex Geology Slope Stability Analysis by Shear Strength Reduction,”in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the 3rd InternationalFLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 99-102. R. Brummer et al.,eds. Lisse: Balkema (2003).

Cala, M., and J. Flisiak. “Slope Stability Analyses with FLAC and Limit-Equilibrium Methods,” inFLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd InternationalFLAC Conference, Lyon, France, October 2001), pp. 111-114. D. Billaux et al., eds. Rotterdam:A. A. Balkema (2001).

Cala, M., J. Flisiak and A. Tajdus. “Slope Stability Analysis with FLAC in 2D and 3D,” in NumericalModeling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 01-02. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

Calabrese, M., and P. Monaco. “Analysis of Stresses Induced in an Old Deep Tunnel by Pile Drivingfrom the Surface,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings ofthe 2nd International FLAC Conference, Lyon, France, October 2001), pp. 199-204. D. Billauxet al., eds. Rotterdam: A. A. Balkema (2001).

Carpegna, M., et al. “Influences Du Relief et de la Tectonique Pour la Previson Des Etats de Con-traintes Sous Fort Recouvrement,” in Proceedings of the 9th ISRM Congress on Rock Mechanics(Paris, France, 1999), Vol. 2, pp. 1137-1142. Rotterdam: A. A. Balkema (1999).

Carranza-Torres, C. “Dimensionless Charts for the Evaluation of the Elasto-Plastic Response ofTunnels in Rock,” in NARMS-TAC 2002: Mining and Tunnelling Innovation and Opportunity,Vol. 2, pp. 1133-1143. R. Hammah et al., eds. Toronto: University of Toronto Press (2002).

Carranza-Torres, C. “Elasto-Plastic Solution of Tunnel Problems Using the Generalized Form ofthe Hoek-Brown Failure Criterion,” in special issue of Int. J. Rock Mech. Min. Sci., 41(3), PaperNo. 2B 28 (April). Proceedings of the ISRM SINOROCK2004 symposium (Three Gorges ProjectSite, China, May 2004). J. A. Hudson and X.-T. Feng, eds. (2004).

Carranza-Torres, C. Self-Similarity Analysis of the Elasto-Plastic Response of UndergroundOpenings in Rock and Effects of Practical Variables. Ph.D. Thesis, University of Minnesota,1998.

FLAC Version 6.0


Carranza-Torres, C., et al. “Elasto-Plastic Analysis of Deep Tunnels in Brittle Rock Using a ScaledForm of the Mohr-Coulomb Failure Criterion,” in NARMS-TAC 2002: Mining and TunnellingInnovation and Opportunity, Vol. 1, pp. 283-293. R. Hammah et al., eds. Toronto: University ofToronto Press (2002).

Carranza-Torres, C., and C. Fairhurst. “Elasto-Plastic Analysis of Elliptical Cavities in Rock Subjectto Non-Hydrostatic Loading,” in FLAC and Numerical Modeling in Geomechanics (Proceedingsof the International FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 215-223.C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Carranza-Torres, C., and C. Fairhurst. “A General Stability Criterion for Tunnels in Soft and HardGround,” in Tunnels for People (Proceedings of the 23rd General Assembly of the InternationalTunnelling Association, April 1997), pp. 29-35. Rotterdam: A. A. Balkema (1997).

Carranza-Torres, C., and C. Fairhurst. “Some Consequences of Inelastic Rock-Mass Deformationon the Tunnel Support Loads Predicted by the Einstein and Schwartz Design Approach,” in Trendsin Rock Mechanics (Proceedings of Sessions of Geo-Denver 2000, Denver, Colorado, August2000), Geotechnical Special Publication No. 102, pp. 16-49. J. F. Labuz, S. D. Glaser and E.Dawson, eds. Reston, Virginia: ASCE (2000).

Carranza-Torres, C., C. Fairhurst and L. Lorig. “Insights on the Stability of Large Excavationsfrom Analytical and Numerical Models,” Felsbau, 15(1), 45-63 (1997).

Cassani, G., and L. Mancinelli. “Two-Dimensional Analysis of Large Diameter Structural Piles,”in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 05-11. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Castellani, A., and M. Valente. “Underground Tunnels in a Seismic Zone,” in Numerical Mod-eling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 05-12. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

Castillo, J., et al. “Non-linear Dynamic Analysis of Heap Leach Pad Under High Phreatic Levels,”in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 04-07. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Castro, A. T., and J. V. Lemos. “Back Analysis in the Interpretation of Concrete Dam FoundationBehavior,” in Geoecology and Computers (Proceedings of the 3rd International Conference onAdvances of Computer Methods in Geotechnical and Geoenvironmental Engineering, Moscow,Russia, February 2000), pp. 191-198. S. A. Yufin, ed. Rotterdam: A. A. Balkema (2000).

Celada, B., J. M. Galera and P. Varona. “Development of a New Calibration and InterpretationProcedure of Pressuremeter Tests to Obtain Elastic Parameters,” in The Pressuremeter and Its NewAvenues (Proceedings of the 4th International Symposium, May 1995), pp. 265-272. Rotterdam:A. A. Balkema (1995).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 11

Chandler, N., and D. Martin. “The Influence of Near Surface Faults on In-Situ Stresses in theCanadian Shield,” in Rock Mechanics Models and Measurements: Challenges from Industry(Proceedings of the 1st North American Rock Mechanics Symposium, The University of Texasat Austin, June 1994), pp. 369-376. P. Nelson and S. Laubach, eds. Rotterdam: A. A. Balkema(1994).

Chandler, N. A., E. T. Kozak and C. D. Martin. “Connected Pathways in the EDZ and the Potentialfor Flow among Tunnels,” in Proceedings of the EDZ Workshop: Designing the ExcavationDisturbed Zone for a Nuclear Repository in Hard Rock. J. B. Martino and C. D. Martin, eds.Toronto: 1996 Int. Conf. on Deep Geological Disposal of Radioactive Waste (1996).

Chang, J., J. M. Scott and C. Pound. “Numerical Study of the Heathrow Cofferdam,” in FLACand Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd International FLACConference, Lyon, France, October 2001), pp. 163-169. D. Billaux et al., eds. Rotterdam: A. A.Balkema (2001).

Chang, S.-H., C.-I. Lee and Y.-K. Lee. “An Experimental Damage Model for Predicting the Non-linear Behavior of Rock,” in Technology Roadmap for Rock Mechanics (Proceedings of the 10thCongress of the ISRM, Johannesburg, South Africa, September 2003), Vol. 1, pp. 195-198.Johannesburg: SAIMM (2003).

Chen, S., et al. “Modeling of the Indirect Tensile Test for Inhomogeneous Granite Using a DigitalImage-Based Numerical Method,” in special issue of Int. J. Rock Mech. Min. Sci., 41(3), PaperNo. 2B 01 (April). Proceedings of the ISRM SINOROCK2004 symposium (Three Gorges ProjectSite, China, May 2004). J. A. Hudson and X.-T. Feng, eds. (2004).

Chen, S., Z. Q. Yue and L. G. Tham. “Digital Image-Based Numerical Modeling Method forPrediction of Inhomogeneous Rock Failure,” Int. J. Rock Mech. & Min. Sci., 41, 939-957 (2004).

Chen, W.-P., J. Reinfuirt and F. O. Vincent. “Stage Excavation Analyses of CA/T Slurry Walls,”in Numerical Methods in Geotechnical Engineering: Recent Developments (Proceedings ofSessions of Geo-Denver 2000, Denver, Colorado, August 2000). Geotechnical Special PublicationNo. 96, pp. 1-11. G. M. Filz and D. V. Griffiths, eds. Reston, Virginia: ASCE (2000).

Chen, X., C. P. Tan and C. Detournay. “Wellbore Behaviour in Fractured Rock Masses,” in RockMechanics in the National Interest (Proceedings of the 38th U.S. Rock Mechanics Symposium,Washington, D.C., July 2001), Vol. 1, pp. 59-66. Rotterdam: A. A. Balkema (2001).

Chen, X., C. P. Tan and C. M. Haberfield. “Effect of Initial Pore Pressure Distribution on Deforma-tions around Wellbores in Shales,” in Pacific Rocks 2000: Rock around the Rim (Proceedings ofthe 4th North American Rock Mechanics Symposium, Seattle, Washington, July-August 2000),pp. 247-252. J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Chen, X., C. P. Tan and C. M. Haberfield. “The Importance of Coupled Flow-Mechanical Analysisin Modelling of Shale Undrained Behaviour,” in Rock Mechanics for Industry (Proceedings of the37th U.S. Rock Mech. Symp., Vail, Colorado, June 1999), Vol. 1, pp. 233-238. Bernard Amadeiet al., eds. Rotterdam: A. A. Balkema (1999).

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Chen, X., C. P. Tan and C. M. Haberfeld. “Nonlinear Analysis of Deformations around Wellbores inShales,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 147-153. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Chen, X., C. P. Tan and C. M. Haberfield. “Numerical Evaluation of the Deformation Behaviourof Thick-Walled Hollow Cylinders of Shale,” Int. J. Rock Mech. & Min. Sci., 37, 947-961, 2000.

Cheon, D. S., et al. “Simulation of Failure around a Circular Opening Using CWFS Model,” inNumerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 08-12. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Chern, J. C., C. W. Yu and F. Y. Shaw. “Effects of Construction Procedure on the Performance of aLarge Span Tunnel in Poor Rocks,” in Proceedings of the Eighth International Congress on RockMechanics (Tokyo, Japan, September 1995), Vol. II, pp. 537-540. T. Fujii, ed. Rotterdam: A. A.Balkema (1995).

Chiriotti, E., A. Mahtab, S. Xu and F. Kendorski. “Methodology for Characterizing Very LargeRock Masses: An Illustrative Example,” in Rock Mechanics for Industry (Proceedings of the 37thU.S. Rock Mech. Symp., Vail, Colorado, June 1999), Vol. 1, pp. 263-270. Bernard Amadei et al.,eds. Rotterdam: A. A. Balkema (1999).

Choe, M.-J., et al. “Construction Example for Tunneling under and Adjacent to Complexity Con-dition in Weathered Rock,” in Pacific Rocks 2000: Rock around the Rim (Proceedings of the4th North American Rock Mechanics Symposium, Seattle, Washington, July-August 2000), pp.125-128. J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Choi, S. O., H.-S. Shin and W.-K. Song. “Numerical Studies of the Thermo-Mechanical Behaviorof Rock Mass around Nuclear Waste Disposal Repository,” in Technology Roadmap for Rock Me-chanics (Proceedings of the 10th Congress of the ISRM, Johannesburg, South Africa, September2003), Vol. 1, pp. 207-210. Johannesburg: SAIMM (2003).

Choi, Y., et al. “A Numerical Analysis for Axial and Lateral Behavior of Instrumented Steel PipePiles,” in Deep Foundations 2002 – An International Perspective on Theory, Design, Constructionand Performance, Vol. 1, pp. 289-304. M. W. O’Neill and F. C. Townsend, eds. Reston, Virginia:ASCE (2002).

Chugh, A. K. “Natural Vibration Characteristics of Gravity Structures, Int. J. Numer. Anal. Meth.Geomech., (in press) 2006.

Chugh, A. K., and R. L. Schuster. “Numerical Assessment of Locke Island Landslide, ColumbiaRiver Valley, Washington State, USA,” in Soil and Rock America 2003 (Proceedings of the 39thU.S. Rock Mechanics Symposium, Cambridge, Massachusetts, June 2003), pp. 2489-2496. P. J.Culligan, H. H. Einstein and A. J. Whittle, eds. Essen: Verlag Glückauf (2003).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 13

Chugh, A. K., and T. D. Stark. “Displacement Analysis of a Landslide,” in Landslides andAvalanches: ICFL 2005 Norway (Proceedings of the 11th International Conference and FieldTrip on Landslides, Tromso, Norway, September 2005), pp. 73-81. K. Senneset, K. Flaate and J.O. Larsen, eds. London: Taylor & Francis Group (2005).

Chugh, A. K., and T. D. Stark. “Permanent Seismic Deformation Analysis of a Landslide,” Land-slides, 3, 2-12 (2006).

Chugh, A. K., T. D. Stark and K. A. DeJong. “Reanalysis of a Municipal Landfill Slope Failurenear Cincinnati, Ohio, USA,” Can. Geotech. J., 44, 33-53 (2007).

Clapp, K. K., and M. M. MacLaughlin. “Performance of Numerical Rockbolt Elements: A Com-parison of Model Results and Laboratory Test Data,” in Soil and Rock America 2003 (Proceedingsof the 39th U.S. Rock Mechanics Symposium, Cambridge, Massachusetts, June 2003), pp. 2173-2178. P. J. Culligan, H. H. Einstein and A. J. Whittle, eds. Essen: Verlag Glückauf (2003).

Clark, I. H. “The Cap Model for Stress Path Analysis of Mine Backfill Compaction Processes,”in Computer Methods and Advances in Geomechanics (Proceedings of the 7th InternationalConference, Cairns, Australia, May 1991), Vol. 2, pp. 1293-1298. Rotterdam: A. A. Balkema(1991).

Clark, I. H. “Crusher Modeling: Dynamic, Distinct and Continuum,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 191-195. C. Detournay and R. Hart, eds. Rotterdam: A. A.Balkema (1999).

Clark, I. H. “The Role of Rock Fabric in Controlling Crushing Strength: Numerical Experiments,”in Proceedings of the XVIII International Mineral Processing Congress (Sydney, Australia, May1993), Vol. I, pp. 187-192. Sydney: Australasian Inst. Min. & Met. (1993).

Clark, I. H. “Simulation of Rockmass Strength Using Ubiquitous Joints,” in Numerical Modeling inGeomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May2006), paper no. 08-07. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca ConsultingGroup Inc. (2006).

Clark, I. H., P. G. Fuller and D. McLean. “Numerical Stress Analysis to Assess the Stability ofa Combined Open Pit and Underground Mining Operation in Central Australia,” in Static andDynamic Considerations in Rock Engineering, pp. 103-112. R. K. Brummer, ed. Rotterdam:A. A. Balkema (1990).

Clark, I. H., R. G. Gürtunca and P. S. Piper. “Predicting and Monitoring Stress and DeformationBehaviour of Backfill in Deep-Level Mining Excavations,” in Proceedings of the 5th Australia-NewZealand Conference on Geomechanics (Sydney, Australia, August 1988), pp. 214-218. Sydney:Institution of Engineers (1988).

Cogan, J., D. Pant and G. M. Joshi. “FLAC Applications for the Kali Gandaki ‘A’ HydroelectricProject, Nepal,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the Inter-national FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 71-77. C. Detournayand R. Hart, eds. Rotterdam: A. A. Balkema (1999).

FLAC Version 6.0


Collotta, T., P. Beretta and M. D’Angelantonio. “Stabilization of Deep Landslides in Overconsol-idated Clays: 3D Back-Analyses of Centrifuge Models,” in FLAC and Numerical Modeling inGeomechanics (Proceedings of the International FLAC Symposium, Minneapolis, Minnesota,September 1999), pp. 79-85. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Cotecchia, F., F. Santaloia and F. Santoro. “Movements in a Tectonized Soil Slope: Comparisonof Monitoring Data and Modelling Results,” in GeoEng 2000 (Proceedings of the InternationalConference on Geotechnical & Geological Engineering, Melbourne, Australia, November 2000),Paper SNES1039. Lancaster, Pennsylvania: Technomic Publishing (2000).

Coulthard, M. A., and V. Ciesielski. “An Expert System to Choose a Stress Analysis Program forRock Excavation Design,” in Computer Methods and Advances in Geomechanics (Proceedings ofthe 7th International Conference, Cairns, Australia, May, 1991), Vol. 1, pp. 51-56. Rotterdam:A. A. Balkema (1991).

Coulthard, M. A., and T. N. Little. “Modeling of Stability of High Westwall at OK Tedi Copper-GoldMine,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 39-46. C. Detournay and R.Hart, eds. Rotterdam: A. A. Balkema (1999).

Cuisiat, F. D. E., and F. Besnus. “Near and Far Field Thermal Calculations for Nuclear Spent FuelDisposal in Deep Geological Formations,” in FLAC and Numerical Modeling in Geomechanics(Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, September 1999),pp. 317-324. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Cundall, P. A. “Numerical Modelling of Jointed and Faulted Rock,” in Mechanics of Jointed andFaulted Rock, pp. 11-18. Rotterdam: A. A. Balkema, 1990.

Cundall, P. “Shear Band Initiation and Evolution in Frictional Materials,” in Mechanics Computingin the 1990s and Beyond (Proceedings of the Conference, Columbus, Ohio, May, 1991), Vol. 2:Structural and Material Mechanics, pp. 1279-1289. New York: ASME (1991).

Cundall, P. A. “A Simple Hysteretic Damping Formulation for Dynamic Continuum Simulations,”in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 07-04. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Cundall, P., and M. Board. “A Microcomputer Program for Modeling Large-Strain Plasticity Prob-lems,” in Numerical Methods in Geomechanics (Proceedings of the 6th International Conference,Innsbruck, Austria, April, 1988), pp. 2101-2108. G. Swoboda, ed. Rotterdam: A. A. Balkema(1988).

Cundall, P., C. Carranza-Torres and R. Hart. “A New Constitutive Model Based on the Hoek-Brown Criterion,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings ofthe 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 17-25.R. Brummer et al., eds. Lisse: Balkema (2003).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 15

Cundall, P. A., D. O. Potyondy and C. A. Lee. “Micromechanics-Based Models for Fracture andBreakout around the Mine-by Tunnel,” in Designing the Excavation Disturbed Zone Workshopon Designing the Excavation Disturbed Zone for a Nuclear Repository in Hard Rock (Winnipeg,Canada, September 1996) – Proceedings of the EDZ Workshop, pp. 113-122. J. B. Martino andC. D. Martin, eds. Toronto: 1996 Int. Conf. on Deep Geological Disposal of Radioactive Waste(1996).

da Gama e Silva, R. L., P. A. Neme and F. A. Garcia. “A Large Urban Tunnel – Special Problemsand Their Solutions,” in Tunnels for People (Proceedings of World Congress 97, 23rd GeneralAssembly of the International Tunnelling Association, Vienna, Austria, April 1997), Vol. 1, pp.491-496. J. Golser, W. J. Hinkel and W. Schubert, eds. Rotterdam: A. A. Balkema (1997).

Dai, C., and P. Pells. “Two-Dimensional Large Strain Consolidation Prediction and IncrementallyDeposited Tailings,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of theInternational FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 123-131. C.Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Daller, J., W. Unterberger and B. Hochgatterer. “Vibration Control in Railway Tunnels,” Proceed-ings of the 3rd Symposium on Tunnel Construction and Underground Structures (Ljubljana,Slovenia, September 1996).

D’Ambra, S. “Characterization and Back Analysis of a Complex Stope Deformation: San BartoloCliff,” in Rock Mechanics: Meeting Society’s Challenges and Demands (1st Canada-U.S. RockMechanics Symposium, Vancouver, Canada, May 2007), Vol. 2: Case Histories, pp. 943-949.E. Eberhardt et al., eds. London: Taylor & Francis Group (2007).

Damjanac, B., P. A. Cundall and T. Brandshaug. “Itasca Presentations at the Menlo Park Workshop,August 23-24, 2004,” in Report of the Workshop on Extreme Ground Motions at Yucca Mountain,August 23-35, 2004. U.S. Geological Survey, USGS Open-File Report 2006-1277. T. C. Hanks etal., eds. Reston, Virginia: USGS (2004).

Damjanac, B., and E. Detournay. “Effects of Underground Nuclear Tests in French Polynesia onthe Stability of Atoll Flanks,” in Proceedings of the 9th ISRM Congress on Rock Mechanics,Paris, France, 1999, Vol. 3, pp. 1767-1774. G. Vouille and P. Bérest, eds. Lisse: Balkema (2002).

Damjanac, B., and E. Detournay. “Numerical Modeling of Normal Wedge Indentation in Rocks,”in Rock Mechanics (Proceedings of the 35th U.S. Symposium, University of Nevada, Reno, June1995), pp. 349-354. J. J. K. Daemen and R. A. Schultz, eds. Rotterdam: A. A. Balkema (1995).

Damjanac, B., E. Detournay and H. Huang. “Effects of Underground Nuclear Tests in FrenchPolynesia on the Stability of Atoll Flanks,” in FLAC and Numerical Modeling in Geomechanics(Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, September 1999),pp. 23-31. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Damjanac, B., C. Fairhurst and T. Brandshaug. “Numerical Simulation of the Effects of Heatingon the Permeability of a Jointed Rock Mass,” in Proceedings of the 9th ISRM Congress on RockMechanics, Paris, France, 1999, Vol. 2, pp. 881-885. Rotterdam: A. A. Balkema (1999).

FLAC Version 6.0


Damjanac, B., T. Siegel and R. Hart. “Seismic Analysis of a Pile-Supported Wharf in Charleston,South Carolina,” presented at The Down to Earth Technology, Deep Foundations Congress (Orlando,February 2002).

Dasgupta, B. “Numerical Modeling of Large Underground Caverns for Hydro Power Projects,”in Trends in Rock Mechanics (Proceedings of Sessions of Geo-Denver 2000, Denver, Colorado,August 2000). Geotechnical Special Publication No. 102, pp. 50-64. J. F. Labuz, S. D. Glaser andE. Dawson, eds. Reston, Virginia: ASCE (2000).

Dasgupta, B., et al. “Design of Underground Caverns for Tehri Hydropower Project, India byNumerical Modelling,” in Proceedings of the 9th ISRM Congress on Rock Mechanics (Paris,France, 1999, Vol. 1, pp. 357-358. Rotterdam: A. A. Balkema (1999).

Dasgupta, B., R. Singh and V. M. Sharma. “Numerical Modelling of Desilting Chambers for NathpaJhakri Hydroelectric Project,” in Proceedings of the 9th ISRM Congress on Rock Mechanics(Paris, France, 1999, Vol. 1, pp. 359-360. Rotterdam: A. A. Balkema (1999).

Dawson, E. “Finite Element Slope Stability Analysis,” in Proceedings of the 47th Annual Geotech-nical University of Minnesota Engineering Conference, February 1999, pp. 53-70. J. F. Labuz,ed. Minneapolis: Minnesota Geotechnical Society/University of Minnesota (1999).

Dawson, E., et al. “Geotechnical Stability Analysis by Strength Reduction,” in Slope Stability 2000(Proceedings of Sessions of Geo-Denver 2000, Denver, Colorado, August 2000). GeotechnicalSpecial Publication No. 101, pp. 99-113. D. V. Griffiths, G. A. Fenton and T. R. Martin, eds.Reston, Virginia: ASCE (2000).

Dawson, E., K. You and Y. Park. “Strength-Reduction Stability Analysis of Rock Slopes Usingthe Hoek-Brown Failure Criterion,” in Trends in Rock Mechanics (Proceedings of Sessions ofGeo-Denver 2000, Denver, Colorado, August 2000). Geotechnical Special Publication No. 102,pp. 65-77. J. F. Labuz, S. D. Glaser and E. Dawson, eds. Reston, Virginia: ASCE (2000).

Dawson, E. M., and P. A. Cundall. “Cosserat Plasticity for Modeling Layered Rock,” in Frac-tured and Jointed Rock Masses (Proceedings of the ISRM Regional Conference, Lake Tahoe,California, June 1992), pp. 267-274. Rotterdam: A. A. Balkema (1995).

Dawson, E. M., and P. A. Cundall. “Slope Stability Using Micropolar Plasticity,” in Rock MechanicsTools and Techniques (Proceedings of the 2nd North American Rock Mechanics Symposium,Montréal, Canada, June 1996), Vol. 1, pp. 551-558. M. Aubertin et al., eds. Rotterdam: A. A.Balkema (1996).

Dawson, E. M., et al. “A Practice Oriented Pore-Pressure Generation Model,” in FLAC andNumerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd International FLACConference, Lyon, France, October 2001), pp. 47-54. D. Billaux et al., eds. Rotterdam: A. A.Balkema (2001).

Dawson, E. M., and W. H. Roth. “Slope Stability Analysis with FLAC,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 3-9. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema(1999).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 17

Dawson, E. M., W. H. Roth and A. Drescher. “Slope Stability Analysis by Strength Reduction,”Géotechnique, 49(6), 835-840 (1999).

Dawson, R. V., D. D. Curtis and C. R. Donnelly. “Sliding Stability of Concrete Gravity Dams,”presented at The Conference of the Canadian Electrical Association, Electricity ’96, Montréal,Canada, April 1996.

De Nicola, A., and M. F. Randolph. “Tensile and Compressive Shaft Capacity of Piles in Sand.” TheUniversity of Western Australia, Department of Civil Engineering, Geomechanics Group, ResearchReport No. G1057, January, 1993.

De Souza, E., and A. P. Dirige. “Procedures for the Design of Sillmats with Paste Backfill,” in RockMechanics in the National Interest (Proceedings of the 38th U.S. Rock Mechanics Symposium,Washington, D.C., July 2001), Vol. 1, pp. 433-442. Rotterdam: A. A. Balkema (2001).

Decker, J. B., et al. “An Integrated Relational Database for Tracking Rock Mass Data duringTunnelling,” in Proceedings of AITES-ITA 2006 (World Tunnel Congress & 32nd ITA GeneralAssembly, Seoul, Korea, April 2006), special issue of Tunn. Undergr. Sp. Tech., 21(3-4), paperno. pita06-0312 (May-July). I.-M. Lee, C. Yoo and K.-H. You, eds. Elsevier Ltd. (2006).

D’Elia, B., et al. “FLAC Modeling of the Deformation and Failure Mechanism of a High Cut in ClayShales,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 47-54. C. Detournay and R.Hart, eds. Rotterdam: A. A. Balkema (1999).

Deluzarche, R., F. Dedecker and J. J. Fry. “Static and Dynamic Analysis of Stability of RockySlopes via Particle Methods,” in Numerical Modeling in Micromechanics via Particle Methods(Proceedings of the 1st International PFC Symposium, Gelsenkirchen, Germany, November2002), pp. 125-131. H. Konietzky, ed. Lisse: Balkema (2003).

Deschamps, R., and G. Yankey. “Limitations in the Back-Analysis of Strength from Failures,” inProceedings of the 55th Annual Geotechnical Engineering Conference, University of Minnesota(St. Paul Campus, March 2007), pp. 95-104. J. F. Labuz, J. M. Tinucci and C.-S. Kao, eds.Minneapolis: University of Minnesota (2007).

Detournay, C., and P. A. Cundall. “Numerical Modeling of Unsaturated Flow in Porous MediaUsing FLAC,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the2nd International FLAC Conference, Lyon, France, October 2001), pp. 115-124. D. Billaux etal., eds. Rotterdam: A. A. Balkema (2001).

Detournay, C., P. Cundall and J. Parra. “A Study of Compaction Band Formation with the Double-Yield Model,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 27-33.R. Brummer et al., eds. Lisse: Balkema (2003).

Detournay, C., and E. Dzik. “Nodal Mixed Discretization for Tetrahedral Elements,” in NumericalModeling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 07-02. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

FLAC Version 6.0


Detournay, C., and R. Hart, eds. FLAC and Numerical Modeling in Geomechanics (Proceedingsof the International FLAC Symposium, Minneapolis, Minnesota, September 1999). Rotterdam:A. A. Balkema (1999).

Detournay, C., C. Tan and B. Wu. “Modeling the Mechanism and Rate of Sand Production UsingFLAC,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th Interna-tional Symposium, Madrid, Spain, May 2006), paper no. 08-10. R. Hart and P. Varona, eds.Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Detournay, C., B. Wu and C. Tan. “Hydro-Mechanical Modeling of Damage around Borehole inLaboratory Experiments,” in Gulf Rocks 2004: Rock Mechanics across Borders & Disciplines(Proceedings of the 6th NARMS Conference, Houston, Texas, June 2004). D. P. Yale, S. M.Willson and A. S. Abou-Sayed, eds. Paper no. ARMA/NARMS 04-590 (2004).

Dias, D., and R. Kastner. “Numerical Modeling of Shield Tunneling Processes in Soft Ground,” inFLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd InternationalFLAC Conference, Lyon, France, October 2001), pp. 353-360. D. Billaux et al., eds. Rotterdam:A. A. Balkema (2001).

Dias, D., and R. Kastner. “Tunnel Face Reinforcement: Numerical Analysis,” in FLAC andNumerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd International FLACConference, Lyon, France, October 2001), pp. 361-365. D. Billaux et al., eds. Rotterdam: A. A.Balkema (2001).

Dierdrichs, M. S., et al. “Shear Strength Reduction (SSR) Approach for Slope Stability Analyses,” inRock Mechanics: Meeting Society’s Challenges and Demands (1st Canada-U.S. Rock MechanicsSymposium, Vancouver, Canada, May 2007), Vol. 1: Fundamentals, New Technologies & NewIdeas, pp. 319-327. E. Eberhardt et al., eds. London: Taylor & Francis Group (2007).

Ding, Y., J. Wang and L. Wang. “Numerical Simulation of Construction Effects of DiaphragmWall Panels on Adjacent Ground (in Chinese),” in Proceedings of the 9th China National RockMechanics & Engineering Conference, pp. 249-254. Beijing: Science Publishing Co. (2006).

Dirige, A. P., E. De Souza and J. Chew. “Centrifuge Physical Modeling of Paste Fill Sillmats,”in Minefill 2001 (Proceedings of the 7th International Symposium on Mining with Backfill),pp. 13-25. D. Stone, ed. Littleton, Colorado: SME (2001).

Dirige, A. P. E., and J. F. A. Archibald. “The Effects of Geometry on the Uniaxial CompressiveStrength Properties of Intact Rock Core Specimens,” in Golden Rocks 2006 – 50 Years of RockMechanics, Colorado School of Mines (Proceedings of the 41st U.S. Rock Mechanics Symposium,June 2006), paper no. 06-1016. D. P. Yale et al., eds. ARMA (2006).

Dirige, A. P. E., and E. De Souza. “Engineering Design of Backfill Systems in Undercut Mining,” inMinefill 2007 – Innovation and Experience (CD Proceedings of the 9th International Symposiumon Mining with Backfill, Montréal, Canada, May 2007), paper no. 2621. Montréal: CIM (2007).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 19

Dirige, A. P. E., E. De Souza and J. Archibald. “The Advantage of Centrifuge Modeling for BackfillDesign,” in Minefill 2007 – Innovation and Experience (CD Proceedings of the 9th InternationalSymposium on Mining with Backfill, Montréal, Canada, May 2007), paper no. 2621. Montréal:CIM (2007).

Djordjevic, N., and I. Onederra. “Blast Control through the Use of Notched Holes,” in FRAGBLAST– 8 (8th International Symposia on Rock Fragmentation by Blasting, Santiago, Chile, May 2006),pp. 104-108. Santiago: Editec (2006).

Dolezalová, M., I. Hladík and V. Zemanová. “Stability Analysis of a Motorway Embankmenton Soft Subsoil Using FEM, FLAC and Limit Equilibrium Models,” in FLAC and NumericalModeling in Geomechanics – 2001 (Proceedings of the 2nd International FLAC Conference,Lyon, France, October 2001), pp. 125-132. D. Billaux et al., eds. Rotterdam: A. A. Balkema(2001).

Du Plessis, L., and D. C. Martin. “Numerical Modeling Studies for Design of High Rock Slopesat Palabora Copper Mine,” in Proceedings of the 7th International Congress on Rock Mechanics(Aachen, Germany, September 1991), Vol. 1, pp. 799-804. Rotterdam: A. A. Balkema (1991).

Duan, F. “Numerical Analyses of Large Underground Openings for the Superconducting Super-Collider,” in Safety and Environmental Issues in Rock Engineering (Proceedings of EUROCK’93, Lisbon, Portugal, June 1993), pp. 527-534. L. Sousa, E. Ribeiro and N. F. Grossmann, eds.Rotterdam: A. A. Balkema (1993).

Duan, F., and M. Mrugala. “Modeling Large Underground Experimental Halls for the Supercon-ducting Super Collider,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 30(7), 1333-1339(1993).

Dunbavan, M. “Evaluation of Dragline Foundation Stability – A Case Study,” in Computer Meth-ods and Advances in Geomechanics (Proceedings of the 7th International Conference, Cairns,Australia, May 1991), Vol. 2, pp. 1305-1310. Rotterdam: A. A. Balkema (1991).

Duncan Fama, M. E. “A Finite Element Model of Yield Zones in Weak Rock,” in ComputerMethods and Advances in Geomechanics (Proceedings of the 7th International Conference,Cairns, Australia, May 1991), Vol. 2, pp. 1311-1318. Rotterdam: A. A. Balkema (1991).

Duncan Fama, M. E., R. Truman and M. S. Craig. “Two- and Three-Dimensional Elasto-PlasticAnalysis for Coal Pillar Design and Its Application to Highwall Mining,” Int. J. Rock Mech. Min.Sci. & Geomech. Abstr., 32(3), 215-225 (1995).

Durgunoglu, H. T., H. F. Kulaç and B. Arkun. “A Deep Retaining System Construction with SoilNailing in Soft Rocks in Istanbul, Turkey,” in Soil and Rock America 2003 (Proceedings of the39th U.S. Rock Mechanics Symposium, Cambridge, Massachusetts, June 2003), pp. 2113-2118.P. J. Culligan, H. H. Einstein and A. J. Whittle, eds. Essen: Verlag Glückauf (2003).

Durrani, I. K., E. A. Ellis and D. J. Reddish. “Modeling Lateral Pile-Soil Interaction for a Row ofPiles in a Frictional Soil,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings ofthe 4th International Symposium, Madrid, Spain, May 2006), paper no. 05-01. R. Hart and P.Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

FLAC Version 6.0


Eclaircy-Caudron, S., et al. “Evaluation of a Back Analysis Method on Simple Tests,” in NumericalModeling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 08-13. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

El-Emam, M. M., et al. “Shaking Table and Numerical Modelling of Reinforced Soil Walls,” inLandmarks in Earth Reinforcement (Proceedings of the International Symposium,Fukuoka/Kyushu, Japan, November 2001), Vol. 1, pp. 329-334. H. Ochiai et al., eds. Rotterdam:A. A. Balkema (2001).

Elhakim, A. F., and P. W. Mayne. “Foundation Load-Displacement Response from Small-StrainStiffness,” in Geotechnical Engineering in the Information Technology Age (CD Proceedings ofGeocongress 2006, Atlanta, Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston,Virginia: ASCE (2006).

Ellis, H. L., A. I. Feldman and G. J. Buechel. “Numerical Analysis of the Boston Red Line Tunnels,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 271-278. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Endicott, L., J. J. Ashley and J. W. Tattersall. “Design of Tunnel Portals and Initial Drives for theRoute 3 Tai Lam Highway Tunnels, Hong Kong,” in GeoEng 2000 (Proceedings of the Interna-tional Conference on Geotechnical & Geological Engineering, Melbourne, Australia, November2000), Paper UW0511. Lancaster, Pennsylvania: Technomic Publishing (2000).

Escuder, E., J. Andreu and M. Rechea. “Modeling of Constructional Behaviour for a One HundredMeters High Embankment in Spain,” in FLAC and Numerical Modeling in Geomechanics (Pro-ceedings of the International FLAC Symposium, Minneapolis, Minnesota, September 1999), pp.87-93. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Escuder, I. “Calculation of Collapse Strains of Floodable Rockfills by Means of Finite DifferenceFormulated Numerical Simulations,” in FLAC and Numerical Modeling in Geomechanics – 2001(Proceedings of the 2nd International FLAC Conference, Lyon, France, October 2001), pp. 133-136. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Escuder, I. “Study of Creep of Rockfills by Means of Finite Difference Formulated NumericalSimulations and Instrumentation Records,” in FLAC and Numerical Modeling in Geomechanics– 2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France, October 2001),pp. 137-140. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Escuder, I., L. Altarejos and M. G. de Membrillera. “FLAC Numerical Models Applied to SafetyAssessment of Dams,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the4th International Symposium, Madrid, Spain, May 2006), paper no. 04-03. R. Hart and P. Varona,eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 21

Esterhuizen, G. S. “Development of Numerical Models to Investigate Permeability Changes andGas Emission around Longwall Mining Panel,” in CD Proceedings of Alaska Rocks 2005 – RockMechanics for Energy, Mineral and Infrastructure Development in the Northern Regions (Uni-versity of Alaska-Anchorage, June 2005), paper no. ARMA/USRMS 05-744. G. Chen et al., eds.ARMA, University of Alaska-Fairbanks (2005).

Esterhuizen, G. S., and T. M. Barczak. “Development of Ground Response Curves for LongwallTailgate Support Design,” in Golden Rocks 2006 – 50 Years of Rock Mechanics, Colorado Schoolof Mines (Proceedings of the 41st U.S. Rock Mechanics Symposium, June 2006), paper no.06-935. D. P. Yale et al., eds. ARMA (2006).

Evangelista, A., et al. “Numerical Analysis of Roof Failure Mechanisms of Cavities in a Soft Rock,”in GeoEng 2000 (Proceedings of the International Conference on Geotechnical & GeologicalEngineering, Melbourne, Australia, November 2000), Paper UW0260. Lancaster, Pennsylvania:Technomic Publishing (2000).

Ewy, R. T. “3D Stress Effects in Elastoplastic Wellbore Failure Models,” in Rock Mechanics as aMultidisciplinary Science (Proceedings of the 32nd U.S. Symposium, July 1991), pp. 951-960.Rotterdam: A. A. Balkema (1991).

Exadaktylos, G. E., P. A. Liolios and M. C. Stavropoulou. “A Semi-Analytical Elastic Stress-Displacement Solution for Notched Circular Openings in Rocks,” Int. J. Solids & Struc., 40,1165-1187 (2003).

Exadaktylos, G. E., et al. “Analogue and Numerical Modeling of Normal Fault Patterns ProducedDue to Slip along a Detachment Zone,” Tectonophysics, 376, 117-134 (2003).

Exadaktylos, G. E., and M. C. Stavropoulou. “A Closed-Form Elastic Solution for Stresses andDisplacements around Tunnels,” Int. J. Rock Mech. & Min. Sci., 39, 905-916 (2002).

Fabry, C., and J.-F. Thimus. “Numerical Analysis of Shaft Stability during Successive ExcavationPhases,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 331-335. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Fairhurst, C. “Analysis and Design in Rock Mechanics: The General Context,” in ComprehensiveRock Engineering, Vol. 2, pp. 1-29. J. A. Hudson, ed. Oxford: Pergamon Press Ltd., 1993.

Fairhurst, C. “Rock Mechanics and Nuclear Waste Repositories (Keynote Paper),” in Proceedingsof the International Workshop on the Rock Mechanics of Nuclear Waste Repositories. Vail,Colorado, June 1998, pp. 1-45. S. Saeb and C. Francke, eds. Alexandria, Virginia: ARMA(1998).

Fairhurst, C., and C. Carranza-Torres. “Closing the Circle – Some Comments on Design Proce-dures for Tunnel Supports in Rock,” in Proceedings of the University of Minnesota 50th AnnualGeotechnical Conference, February 2002, pp. 21-84. J. F. Labuz and J. G. Bentler, eds. Min-neapolis: University of Minnesota (2002).

FLAC Version 6.0


Fairhurst, C., B. Damjanac and R. Hart. “Numerical Analysis as a Practical Design Tool in GeoEngineering,” in Slope Stability 2000 (Proceedings of Sessions of Geo-Denver 2000, Denver,Colorado, August 2000). Geotechnical Special Publication No. 101, pp. 169-183. D. V. Griffiths,G. A. Fenton and T. R. Martin, eds. Reston, Virginia: ASCE (2000).

Fairhurst, C., and L. Lorig. “Improved Design in Rock and Soil Engineering with NumericalModelling,” in Distinct Element Modelling in Geomechanics, pp. 27-46. V. M. Sharma et al., eds.New Delhi: Oxford & IBH Publishing (1999).

Fairhurst, C. F., et al. Underground Nuclear Testing in French Polynesia: Stability and HydrologyIssues, Report of the International Geomechanical Commission to the French Government, Vols. Iand II (1998).

Fakhimi, A., D. Salehi and N. Mojtabai. “Numerical Back Analysis for Estimation of Soil Param-eters in the Resalat Tunnel Project,” Tunnl. & Und. Sp. Tech., 19, 57-67 (2004).

Fakhimi, A. A., and C. Fairhurst. “A Model For the Time-Dependent Behavior of Rock,” Int. J.Rock Mech. Min. Sci. & Geomech. Abstr., 31(2), 117-126 (1994).

Fang, Z., and J. P. Harrison. “Application of a Local Degradation Model to the Analysis of BrittleFracture of Laboratory Scale Rock Specimens under Triaxial Conditions,” Int. J. Rock Mech. &Min. Sci., 39, 459-476 (2002).

Fang, Z., and J. P. Harrison. “Development of a Local Degradation Approach to the Modelling ofBrittle Fracture in Heterogeneous Rocks,” Int. J. Rock Mech. & Min. Sci., 39, 443-457 (2002).

Farhangi, S., C. R. I. Clayton and D. J. Richards. “Comparison of Analytically and NumericallyDetermined Strain Paths around Two Geometries,” in Numerical Modeling in Geomechanics –2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May 2006), paper no.07-05. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Farinha, M. L. B., and J. V. Lemos. “Numerical Modeling of the Drainage System of ConcreteDam Foundations,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4thInternational Symposium, Madrid, Spain, May 2006), paper no. 03-02. R. Hart and P. Varona,eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Fellner, D. “The Role of Numerical Numerical Calculations in the ‘Hazard Approach’ for Tunnels,”in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 02-03. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Fellner, D., and F. Amann. “Modelling Yielding Support by Programming FLAC2D/FLAC3D,”in Rock Engineering: Theory and Practice (Proceedings of ISRM Regional Symposium EU-ROCK 2004 & 53rd Geomechanics Colloquy, Salzburg, Austria, October 2004), pp. 673-678.W. Schubert, ed. Essen: Verlag Glückauf (2004).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 23

Feng, Z. Y., et al. “Dynamic Response of Li-Yu-Tan Earthdam Subjected to 1999 Chi-Chi Earth-quake in Taiwan,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4thInternational Symposium, Madrid, Spain, May 2006), paper no. 04-11. R. Hart and P. Varona,eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Fowler, D. “Rail Cathedral,” New Civil Engr., 18-22 (May 1993).

Francia, S., et al. “Computational Methods for Deep Tunneling Design,” in System-Based Vision forStrategic and Creative Design (Second International Conference on Structural and ConstructionEngineering, Rome, Italy, September 2003), pp. 1247-1252. Lisse: Balkema (2003).

Francke, C. T., L. J. Terrill and J. D. VandeKraats. “Case Study of the Effect of Stratigraphic Locationon Roof Stability in Rock Salt,” in Proceedings of the 16th International Conference on GroundControl in Mining (Morgantown, West Virginia, August 1997), pp. 243-250. Morgantown, WestVirginia: West Virginia University, Dept. of Mining Engineering (1997).

Francken, L., and A. Vanelstraete. “Interface Systems to Prevent Reflective Cracking,” in Pro-ceedings of the 7th International Conference on Asphalt Pavements (Nottingham, England),pp. 45-60. Nottingham: Int. Soc. Asphalt Pavements (1992).

Franco, S. de Bouvêa, A. Fontana Margarido and L. Scandiuzzi. “Distância entra juntas – Doproblema térmico em barragens tipo CCR: determinaçõ da distância entre juntas de retração,”Revista Ibracon, IV(9), 20-25 (Octubro/Novembro 1994).

Frayne, M. A., and D. Z. Mraz. “Calibration of a Numerical Model for Different Potash Ores,” inProceedings of the 7th International Congress on Rock Mechanics (Aachen, Germany, Septem-ber 1991), Vol. 1, pp. 471-475. Rotterdam: A. A. Balkema (1991).

Frew, B. “Soft Ground NATM in Hong Kong,” World Tunnelling, 9(9), 399-401 (November 1996).

Frueh, R. H., and K. J. Wissman. “Gambling on the Ground: Marine Geotechnical Engineering fora Riverboat Gaming Facility,” in Soil and Rock America 2003 (Proceedings of the 39th U.S. RockMechanics Symposium, Cambridge, Massachusetts, June 2003), pp. 1653-1657. P. J. Culligan,H. H. Einstein and A. J. Whittle, eds. Essen: Verlag Glückauf (2003).

Frydman, S., and H. J. Burd. “Numerical Studies of Bearing-Capacity Factor N {gamma},”J. Geotech. & Geoenv. Eng., 123(1), 20-29 (January 1997).

Gale, W. J. “A Pillar Design Approach,” in Proceedings of the Workshop on Coal Pillar Mechanicsand Design (Santa Fe, June 1992), pp. 188-195. A. T. Iannacchione et al., comps. U.S. Bureauof Mines, Information Circular 9315 (1992).

Garagash, I. A., V. N. Nikolaevski and J. W. Dudley II. “FLAC Simulation of Triaxial and Com-paction Tests of an Unconsolidated Reservoir Sand,” in FLAC and Numerical Modeling in Geome-chanics (Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, Septem-ber 1999), pp. 505-510. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Garratt, M. H. “Computer Modelling as a Tool for Strata Control and Reinforcement Design,”IM&M, 2(14), 45-54 (1999).

FLAC Version 6.0


Gee, R. A., and S. Wille. “Design and Construction of Sydney Northside Storage,” World Tunn.,13(1), 29-35 (January/February 2000).

Genis, M., and H. Gercek. “A Numerical Study of Seismic Damage to Deep Underground Open-ings,” in Technology Roadmap for Rock Mechanics (Proceedings of the 10th Congress of theISRM, Johannesburg, South Africa, September 2003), Vol. 1, pp. 351-355. Johannesburg:SAIMM (2003).

Gentet, P., R. Gourves, P. Pouget and P. Reiffsteck. “Large-Scale Test on a Three-DimensionalGeotextile Reinforced Earth Wall near Charade (Puy de Dome), in Rencontres 95, Géotextiles etGéomembranes (Beaune, France, September 1995), pp. 116-122. Ph. Delmas and J. P. Gourc,eds. Paris: Comité Francais pour les Géotextiles et Géomembranes (1995).

Germanovich, L. N., L. M. Ring, B. J. Carter, A. R. Ingraffea, A. V. Dyskin and K. B. Ustinov.“Simulation of Crack Growth and Interaction in Compression,” in Proceedings of the EighthInternational Congress on Rock Mechanics (Tokyo, Japan, September 1995), Vol. I, pp. 219-226. T. Fujii, ed. Rotterdam: A. A. Balkema (1995).

Givens, C. A., M. A. Valdivia, S. Saeb, C. T. Francke and S. J. Patchet. “Estimation of SurfaceSubsidence at the Waste Isolation Pilot Plant,” in CAMI’95 (Proceedings of the Third CanadianConference on Computer Applications in the Mineral Industry, Montréal, Canada, October1995), pp. 340-347. H. S. Mitri, ed. Montréal: McGill University Press (1995).

Glamheden, R., and U. Lindblom. “Predicted and Observed Heat Transfer around a RefrigeratedRock Cave,” in Prediction and Performance in Rock Mechanics & Rock Engineering (Proceed-ings of ISRM International Symposium EUROCK ’96, Turin, Italy, September 1996), Vol. 2,pp. 1395-1401. G. Barla, ed. Rotterdam: A. A. Balkema (1996).

Glamheden, R., and U. Lindblom. “Thermal and Mechanical Behaviour of Refrigerated Cavernsin Hard Rock,” Tunn. & Underground Space Tech., 17, 341-353 (2002).

Gnanendran, C. T., M. K. Gopalan and S.-C. R. Lo. “Prediction of Pullout Behaviour of Geosyn-thetic Reinforcement in Sandy Soils,” in GeoEng 2000 (Proceedings of the International Con-ference on Geotechnical & Geological Engineering, Melbourne, Australia, November 2000).Lancaster, Pennsylvania: Technomic Publishing (2000).

Göbel, I. R., and H. Meyer. “Calculating the Dynamic Modulus of a Subgrade Reaction for aCircular Footing Load Resulting from the Fall of a Container,” in FLAC and Numerical Modelingin Geomechanics – 2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France,October 2001), pp. 55-59. Rotterdam: A. A. Balkema (2001).

Gómez, P., M. Díaz and L. Lorig. “Stability Analysis of Waste Dumps at Chuquicamata Mine,Chile,” Felsbau, 20(6), 61-68 (2002).

Green, R. A., and R. M. Ebeling. “Modeling the Dynamic Response of Cantilever Earth-RetainingWalls Using FLAC,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings ofthe 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 333-342.R. Brummer et al., eds. Lisse: Balkema (2003).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 25

Gregor, T., B. Garrod and D. Field. “Tunnel Design Analysis for the Washington Dulles InternationalAirport Expansion Program,” in NARMS-TAC 2002: Mining and Tunnelling Innovation andOpportunity, Vol. 2, pp. 1539-1551. R. Hammah et al., eds. Toronto: University of Toronto Press(2002).

Grillo, L., F. Alessandrini and R. Meriggi. “A New System for the Construction of Large ShallowTunnels by Microtunnelling Technology,” Trenchless Technol. Res., 15(1), 43-58 (2000).

Guarascio, M., M. Fabris and E. Castelli. “Numerical Model Simulation of the Subsidence Inducedby Solution Mining Cavities,” in FLAC and Numerical Modeling in Geomechanics (Proceedingsof the International FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 233-240.C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Gürtunca, R. G., and I. H. Clark. “Numerical Modeling as a Basis for Evaluating the Effectivenessof Backfill As Local Support in Deep Mines,” in Innovations in Mining Backfill Technology,pp. 129-138. Rotterdam: A. A. Balkema, 1989.

Gutiérrez, M. “Shear Band Formation in Rocks with a Curved Failure Surface,” Int. J. Rock Mech.& Min. Sci., 35(4-5), Paper No. 95 (1998).

Gutiérrez, M., and F. Cuisiat. “Predicting Sub-seismic Faulting from Strain Localisation,” in FLACand Numerical Modeling in Geomechanics (Proceedings of the International FLAC Symposium,Minneapolis, Minnesota, September 1999), pp. 173-181. C. Detournay and R. Hart, eds. Rotter-dam: A. A. Balkema (1999).

Ha, T., et al. “Numerical Analysis of Fracture Toughness with Chevron Bend Test,” in The SecondHalf Century of Rock Mechanics (11th Congress of the International Society for Rock Mechanics,Lisbon, Portugal, July 2007), Vol. 1, pp. 369-371. L. Ribeiro e Sousa, C. Olalla and N. Grossmann,eds. London: Taylor & Francis Group (2007).

Habimana, J., A. Balakrishnan and S. Vahdani. “Numerical Modeling of Seismic Soil-StructureInteraction for the Cut-and-Cover Structure BART Warm Spring Extension,” in Geotechnical En-gineering in the Information Technology Age (CD Proceedings of Geocongress 2006, Atlanta,Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston, Virginia: ASCE (2006).

Hajiabdolmajid, V., et al. “Modelling Brittle Failure of Rock,” Int. J. Rock Mech. & Min. Sci., 39,731-741 (2002).

Hajiabdolmajid, V., and P. Kaiser. “Brittleness of Rock and Stability Assessment in Hard RockTunneling,” Tunnel. & Underground Space Tech., 18, 35-48 (2003).

Hajiabdolmajid, V., and P. K. Kaiser. “Modelling Slopes in Brittle Rock,” in NARMS-TAC 2002:Mining and Tunnelling Innovation and Opportunity, Vol. 1, pp. 331-338. R. Hammah et al.,eds. Toronto: University of Toronto Press (2002).

Hajiabdolmajid, V., C. D. Martin and P. K. Kaiser. “Modelling Brittle Failure of Rock,” in PacificRocks 2000: Rock around the Rim (Proceedings of the 4th North American Rock MechanicsSymposium, Seattle, Washington, July-August 2000), pp. 991-998. J. Girard et al., eds. Rotter-dam: A. A. Balkema (2000).

FLAC Version 6.0


Hakami, E., and S.-O. Olofsson. “Thermo-Mechanical Effects around a Radioactive Waste Repos-itory,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 311-316. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Hakami, H. “Rock Characterisation Facility (RCF) Shaft Sinking – Numerical Computations UsingFLAC,” Int. J. Rock Mech. & Min. Sci., 38, 59-65 (2001).

Halim, I. S., and W. P. Chen. “The Use of Numerical Method in the Design of Large UndergroundTunnel and Chamber in Rock,” in Rock Mechanics in the National Interest (Proceedings of the38th U.S. Rock Mechanics Symposium, Washington, D.C., July 2001), Vol. 2, pp. 1079-1086.Rotterdam: A. A. Balkema (2001).

Hammoud, I., and P. Scharff. “Experiments on Small-Scale Models and Comparison with Calcu-lations with the Finite Difference Method (FLAC),” in FLAC and Numerical Modeling in Geome-chanics – 2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France, October2001), pp. 215-222. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Han, J., J. Huang and A. Porbaha. “2D Numerical Modeling of a Constructed Geosynthetic-Reinforced Embankment over Deep Mixed Columns,” in Earthquake Engineering and Soil Dy-namics (Proceedings of Sessions of the Geo-Frontiers 2005 Congress, Austin, Texas, January2005), GSP 131 Contemporary Issues in Foundation Engineering. E. M. Rathje, ed. Reston,Virginia: American Society of Civil Engineers (2005).

Han, Y., and R. Hart. “Application of a Simple Hysteretic Damping Formulation in DynamicContinuum Simulations,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings ofthe 4th International Symposium, Madrid, Spain, May 2006), paper no. 04-02. R. Hart and P.Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Handley, M. F., and K. N. Karparov. “Proposed Thrust Failure Analytical Method for Slope Collapsein Open Pit Mines,” in The Second Half Century of Rock Mechanics (11th Congress of theInternational Society for Rock Mechanics, Lisbon, Portugal, July 2007), Vol. 1, pp. 645-652. L.Ribeiro e Sousa, C. Olalla and N. Grossmann, eds. London: Taylor & Francis Group (2007).

Hannweg, L., et al. “Koffiefontein Mine Front Cave – Case History,” in Proud to Be Miners(Proceedings of MassMin 2004, Santiago, Chile, August 2004), pp. 393-396. A. Karzulovic andM. A. Alfaro, eds. Santiago: Mineria Chilena (2004).

Hardy, M. P., M. Lin and K. Black. “Hydrologic Stability Study of the Crown Pillar, CarndonDeposit, in Support of Mine Permit Application,” in Rock Mechanics for Industry (Proceedingsof the 37th U.S. Rock Mech. Symp., Vail, Colorado, June 1999), Vol. 1, pp. 473-480. BernardAmadei et al., eds. Rotterdam: A. A. Balkema (1999).

Harper, T., H. Fossen and J. Hesthammer. “Influence of Uniform Basement Extension on Faultingin Cover Sediments,” J. Struct. Geol., 23, 593-600 (2001).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 27

Harper, T. R., and T. N. Pritchard. “Analysis of Tectonic Plate Interactions to Resolve Uncertaintiesin the Description of the Geomechanical State of a Gas Field,” in Numerical Modeling in Geome-chanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May 2006),paper no. 06-02. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting GroupInc. (2006).

Hart, R. “Enhancing Rock Stress Understanding through Numerical Analysis,” Int. J. Rock Mech.& Min. Sci., 40, 1089-1097 (2003).

Hart, R. D. “Pile-Supported Foamed Concrete Highway Embankment,” presented at The 33rd An-nual Southeastern Transportation Geotechnical Engineering Conference (Roanoke, Virginia 2001).

Hashash, Y. M. A., and R. F. Cook. “Effective Stress Analysis of Super Collider Tunnels,” inComputer Methods and Advances in Geomechanics, pp. 2615-2620. H. J. Siriwardane and M. M.Zaman, eds. Rotterdam: A. A. Balkema, 1994.

Hatami, K., and R. J. Bathurst. “Development and Verification of a Numerical Model for theAnalysis of Geosynthetic-Reinforced Soil Segmental Walls Under Working Stress Conditions,”Can. Geotech. J., 42, 1066-1085 (2005).

Hatami, K., and R. J. Bathurst. “Effect of Structural Design on Fundamental Frequency ofReinforced-Soil Retaining Walls,” Soil Dyn. & Earthquake Eng., 19, 137-157 (2000).

Hatami, K., and R. J. Bathurst. “Frequency Response Analysis of Reinforced-Soil Retaining Walls,”in Proceedings of the 8th Canadian Conference on Earthquake Engineering (Vancouver, June1999), pp. 341-346. Vancouver: CAEE/ACGS (1999).

Hatami, K., and R. J. Bathurst. “Investigation of Seismic Response of Reinforced Soil RetainingWalls,” in Proceedings of the 4th International Conference on Recent Advances in GeotechnicalEarthquake Engineering and Soil Dynamics (Rolla, Missouri, March 2001), Paper No. 7.18.Rolla, Missouri: University of Missouri-Rolla (2001).

Hatami, K., and R. J. Bathurst. “Modeling Static Response of a Geosynthetic Reinforced SoilSegmental Retaining Wall Using FLAC,” in FLAC and Numerical Modeling in Geomechanics –2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France, October 2001),pp. 223-231. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Hatami, K., and R. J. Bathurst. “Numerical Model for Reinforced Soil Segmental Walls UnderSurcharge Loading,” J. Geotech. Geoenv. Eng., 132(6), 673-684 (June 2006).

Hatami, K., and R. J. Bathurst. “Verification of a Numerical Model for Reinforced Soil SegmentalRetaining Walls,” in Earthquake Engineering and Soil Dynamics (Proceedings of Sessions ofthe Geo-Frontiers 2005 Congress, Austin, Texas, January 2005), GSP 140 Slopes and RetainingStructures under Seismic and Static Conditions. E. M. Rathje, ed. Reston, Virginia: AmericanSociety of Civil Engineers (2005).

FLAC Version 6.0


Hatami, K., R. J. Bathurst and T. Allen. “A Calibrated FLAC Model for Geosynthetic ReinforcedSoil Modular Block Walls at the End of Construction,” in FLAC and Numerical Modeling in Ge-omechanics – 2003 (Proceedings of the 3rd International FLAC Symposium, Sudbury, Ontario,Canada, October 2003), pp. 251-259. R. Brummer et al., eds. Lisse: Balkema (2003).

Hatami, K., R. J. Bathurst and P. Di Pietro. “Static Response of Reinforced Soil Retaining Wallswith Nonuniform Reinforcement,” Int. J. Geomech., 1(4), 477-506 (2001).

Hatami, K., et al. “Numerical Study of Retaining Walls with Non-Uniform Reinforcement,” inEuroGeo 2000 (Proceedings of the 2nd European Geosynthetics Conference, Bologna, Italy,October 2000), Vol. 1, pp. 219-224. Rome: AGI (2000).

Hatami, K., and G. P. Raymond. “Numerical Simulation of Foundation Response to Footing Pres-sure,” in Soil and Rock America 2003 (Proceedings of the 39th U.S. Rock Mechanics Symposium,Cambridge, Massachusetts, June 2003), pp. 1785-1792. P. J. Culligan, H. H. Einstein and A. J.Whittle, eds. Essen: Verlag Glückauf (2003).

Hatzor, Y. H., M. Talesnick and M. Tsesarsky. “Continuous and Discontinuous Stability Analysisof the Bell-Shaped Caverns at Bet Guvrin, Israel,” Int. J. Rock Mech. & Min. Sci., 39, 867-886(2002).

Hazard, J. F., S. C. Maxwell and R. P. Young. Development of a Finite Difference Model toSimulate Unstable Slip on a Fault in a Granite Block. University of Keele, Applied Seismologyand Rock Physics Laboratory, 1995.

Henry, E., and C. Dahner-Lindqvist. “Footwall Stability at the LKAB’s Kiruna Sublevel CavingOperation, Sweden,” in MassMin 2000 Proceedings (Brisbane, Australia, October-November2000), pp. 527-533. Carlton, Victoria, Australia: AusIMM (2000).

Ho, S., T. Henderson and E. Li. “Construction of Two Road Underpasses at Ma On Shan, HongKong SAR,” in Underground Space for Sustainable Urban Development (Proceedings of the30th ITA-AITES World Tunnel Congress, Singapore, May 2004), Paper No. G05. J. N. Shirlaw,J. Zhao and R. Krishnan, eds. ITA-AITES (2004).

Hobbs, B. E., and A. Ord. “Numerical Simulation of Shear Band Formation in a Frictional-DilationalMaterial,” Ingenieur-Archiv, 59, 209-220 (1989).

Hoek, E., P. G. Marinos and V. P. Marinos. “Characterisation and Engineering Properties of Tec-tonically Undisturbed but Lithologically Varied Sedimentary Rock Masses,” Int. J. Rock Mech.Min. Sci., 42, 277-285 (2005).

Hökmark, H. “Numerical Study of the Performance of Tunnel Plugs,” in Preprints of Contributionsto the Workshop on Computational Methods in Engineering Geology (Lund, Sweden, October1996), pp. 212-221. R. Pusch and R. Adey, eds. Lund: Clay Technology (1996).

Holland, K. L., and L. J. Lorig. “Numerical Examination of Empirical Rock-Mass ClassificationSystems,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 212 (1997).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 29

Howell, G. C., and H. A. D. Kirsten. “The Comparison of Numerical Plastic Analysis to LimitEquilibrium and Closed-Form Elastic Solutions for the Design of Soil-Nailed Walls,” in The Appli-cation of Numerical Modeling in Geotechnical Engineering, pp. 69-79. Pretoria: ISRM-SANG,1994.

Hsiung, S. M., A. H. Chowdhury and M. S. Nataraja. “Numerical Simulation of Thermal-Mech-anical Processes Observed at the Drift-Scale Heater Test at Yucca Mountain, Nevada, USA,” Int.J. Rock Mech. Min. Sci., 42, 652-666 (2005).

Huang, H., B. Damjanac and E. Detournay. “Normal Wedge Indentation in Rocks with LateralConfinement,” Rock Mech. Rock Engng., 31(2), 81-94 (1998).

Huang, H., B. Damjanac and E. Detournay. “Numerical Modeling of Normal Wedge Indentation inRocks with Lateral Confinement,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 064 (1997).

Huang, J., J. Han and A. Porbaha. “Two and Three-Dimensional Modeling of DM Columnsunder Embankments,” in Geotechnical Engineering in the Information Technology Age (CDProceedings of Geocongress 2006, Atlanta, Georgia, February-March 2006). D. J. DeGroot etal., eds. Reston, Virginia: ASCE (2006).

Hudyma, M. R., and R. K. Brummer. “Seismic Monitoring in Mines – Design, Operation, Tricks andTraps,” in Rock Mechanics: Meeting Society’s Challenges and Demands (1st Canada-U.S. RockMechanics Symposium, Vancouver, Canada, May 2007), Vol. 2: Case Histories, pp. 1423-1430.E. Eberhardt et al., eds. London: Taylor & Francis Group (2007).

Humphreys, M. P., and L. W. Armstrong. “Assessing the Sensitivity of Numerical Models UsingResponse Surface Methodology,” in Probabilistic Methods in Geotechnical Engineering (Pro-ceedings of the Conference, Canberra, Australia, February 1993), pp. 135-144. K. S. Li and S.-C. R. Lo, eds. Rotterdam: A. A. Balkema (1993).

Hwang, J.-H., and C.-C. Lu. “Seismic Capacity Assessment of Old Sanyi Railway Tunnels,” Tunn.Undergr. Sp. Tech., 22, 433-449 (2007).

Iannacchione, A. T. “Analysis of Pillar Design Practices and Techniques for U.S. Limestone Mines,”Trans. IMM, Section A, Mining Industry, 108, A152-A160 (September-December 1999).

Iannacchione, A. T. “Numerical Simulation of Coal Pillar Loading with the Aid of a Strain-Softening Finite Difference Model,” in Rock Mechanics as a Guide for Efficient Utilization ofNational Resources, pp. 775-782. Rotterdam: A. A. Balkema, 1989.

Iannacchione, A. T., and L. E. Vallejo. “Stress and Behavior of Material under Direct Shear,” inRock Mechanics as a Multidisciplinary Science (Proceedings of the 32nd U.S. Symposium, July1991), pp. 549-558. Rotterdam: A. A. Balkema (1991).

Inel, S., W. H. Roth and C. de Rubertis. “Nonlinear Dynamic Effective-Stress Analysis of TwoCase Histories,” in Proceedings of the Third International Conference on Case Histories inGeotechnical Engineering (St. Louis, Missouri, June 1993), pp. 1735-1741. Rolla, Missouri:University of Missouri-Rolla (1993).

FLAC Version 6.0


International Geomechanical Commission (C. Fairhurst, E. T. Brown, G. de Marsily, E. Detournay,V. Nikolaevskiy, J. R. A. Pearson and L. Townley). Underground Nuclear Testing in French Poly-nesia: Stability and Hydrology Issues, Vols. I-III. Report to the French Government, November1998.

International Geomechanical Commission (C. Fairhurst, et al.) Underground Nuclear Testing inFrench Polynesia: Stability and Hydrology Issues. Paris: La Documentation Français (1999).

Israelsson, J. DECOVALEX I – Benchmark Test 3: Thermo-Hydro-Mechanical Modelling, SKB,Technical Report 95-30 (1995).

Itasca Consultants S.A. Time-Dependent Variations in Effective In-Situ Stresses (Final Report),1996.

Itasca Consulting Group Inc. FLAC (Fast Lagrangian Analysis of Continua), Version 6.0. Min-neapolis: ICG (2008).

James, M., M. Aubertin and G. W. Wilson. “Evaluation of the Dynamic Stability of a TailingsDam Using FLAC,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4thInternational Symposium, Madrid, Spain, May 2006), paper no. 04-04. R. Hart and P. Varona,eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

James, S. G., et al. “Interaction between Growing Channels in Proppant Packs: Length and Numberof Channels,” in SPE International Symposium on Formation Damage (Lafayette, Louisiana,February 2000), Paper SPE 58756 (2000).

Jang, M., H. Yang and S. Chung. “Stability Analysis of High Speed Railway Tunnel Passing throughthe Abandoned Mine Area,” in Proceedings of the 9th ISRM Congress on Rock Mechanics (Paris,France, 1999), Vol. 1, pp. 181-183. Rotterdam: A. A. Balkema (1999).

Jeon, S., et al. “Effect of a Fault and Weak Plane on the Stability of a Tunnel in Rock – A ScaledModel Test and Numerical Analysis,” in special issue of Int. J. Rock Mech. Min. Sci., 41(3),Paper No. 2B 32 (April). Proceedings of the ISRM SINOROCK2004 symposium (Three GorgesProject Site, China, May 2004). J. A. Hudson and X.-T. Feng, eds. (2004).

Jeon, S., et al. “Evaluation of Support Characteristics of Wet-Mixed Shotcrete with Powder-TypeCement Mineral Accelerator,” in Proceedings of AITES-ITA 2006 (World Tunnel Congress &32nd ITA General Assembly, Seoul, Korea, April 2006), special issue of Tunn. Undergr. Sp.Tech., 21(3-4), paper no. pita06-0211 (May-July). I.-M. Lee, C. Yoo and K.-H. You, eds. ElsevierLtd. (2006).

Jeon, Y. S., and H. S. Yang. “Development of a Back Analysis Algorithm Using FLAC,” in specialissue of Int. J. Rock Mech. Min. Sci., 41(3), Paper No. 2A 22 (April). Proceedings of the ISRMSINOROCK2004 symposium (Three Gorges Project Site, China, May 2004). J. A. Hudson andX.-T. Feng, eds. (2004).

Jing, L. “A Review of Techniques, Advances and Outstanding Issues in Numerical Modelling forRock Mechanics and Rock Engineering,” Int. J. Rock Mech. & Min. Sci., 40, 283-353 (2003).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 31

Jing, L., and J. A. Hudson. “Numerical Methods in Rock Mechanics,” Int. J. Rock Mech. & Min.Sci., 39, 409-427 (2002).

Johansson, E. “Treating Sewage Underground,” Tunnels & Tunnelling, pp. 21-23 (July 1995).

Johansson, E. “Use of FLAC in Two Underground Repository Projects for Low and Medium LevelRadioactive Waste in Finland,” in FLAC and Numerical Modeling in Geomechanics (Proceedingsof the International FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 303-310.C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Johansson, E., and L. J. Lorig. “Use of Numerical Models in Design and Excavation Monitoringof Multiple Parallel Caverns,” in Proceedings of the International Symposium on Unique Under-ground Structures (Denver, Colorado, June 1990), Vol. 1, pp. 11-1 to 11-19. Golden, Colorado:CSM Press (1990).

Johansson, E., R. Riekkola and L. J. Lorig. “Design Analysis of Multiple Parallel Caverns UsingExplicit Finite Difference Methods,” in Key Questions in Rock Mechanics (Proceedings of the29th U.S. Symposium, University of Minnesota, June 1988), pp. 325-334. P. A. Cundall et al.,eds. Rotterdam: A. A. Balkema (1988).

Jung, Y. B., et al. “Development of a FLAC Constitutive Model for the Modeling of SwellingBehavior,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th Inter-national Symposium, Madrid, Spain, May 2006), paper no. 08-11. R. Hart and P. Varona, eds.Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Kaiser, P. K. “Observational Modelling Approach for Design of Underground Excavations,” inProceedings of the International Workshop on Observational Method of Construction of LargeUnderground Caverns in Difficult Ground Conditions (8th ISRM International Congress onRock Mechanics, Tokyo, Japan, September 1995), pp. 1-7. S. Sakurai, ed. (1995).

Kang, H., and J. Lin. “Geomechanical Tests and Their Applications in Rock Anchorage Design,”in The Second Half Century of Rock Mechanics (11th Congress of the International Society forRock Mechanics, Lisbon, Portugal, July 2007), Vol. 1, pp. 303-305. L. Ribeiro e Sousa, C. Olallaand N. Grossmann, eds. London: Taylor & Francis Group (2007).

Karakus, M., and R. J. Fowell. “Back Analysis for Tunnelling Induced Ground Movements andStress Redistribution,” Tunn. Undergr. Sp. Tech., 20, 514-524 (2005).

Karparov, K. N. “Stress Analysis on Slope Profiles along the Plan of Failure at the Vicinity ofAngulated Surfaces with Imbedded Weak Layer,” in Technology Roadmap for Rock Mechanics(Proceedings of the 10th Congress of the ISRM, Johannesburg, South Africa, September 2003),Vol. 1, pp. 609-616. Johannesburg: SAIMM (2003).

Kastner, R., and L. Comeaga. “Finite Difference Simulation of an Excavation in Soft Silts. Com-parison with Experimental Results,” in Proceedings of the 10th Danube-European Conferenceon Soil Mechanics and Foundation Engineering (Mamaia, Romania, 1995), Vol. 3, pp. 603-610(1995).

FLAC Version 6.0


Kay, D. R., K. E. McNabb and J. P. Carter. “Numerical Modelling of Mine Subsidence at AngusPlace Colliery,” in Computer Methods and Advances in Geomechanics (Proceedings of the 7thInternational Conference, Cairns, Australia, May 1991), Vol. 2, pp. 999-1004. Rotterdam: A. A.Balkema (1991).

Kazemi, A., and M. A. Ahmadi. “Design of Lining System for a Pressure Tunnel on the Base ofInteraction between Rock and Lining,” in Technology Roadmap for Rock Mechanics (Proceedingsof the 10th Congress of the ISRM, Johannesburg, South Africa, September 2003), Vol. 1, pp.631-634. Johannesburg: SAIMM (2003).

Kelly, M., Xun Luo and Stuart Craig. “Integrating Tools for Longwall Geomechanics Assessment,”Int. Rock Mech. & Min. Sci., 29, 661-676 (2002).

Kelly, M. S., et al. “Ground Behaviour about Longwall Faces and Its Effect on Mining,” in Pro-ceedings of the 9th ISRM Congress on Rock Mechanics (Paris, 1999), Vol. 1, pp. 307-310.Rotterdam: A. A. Balkema (1999).

Kempton, G., et al. “Two- and Three-Dimensional Numerical Analysis of the Performance of PiledEmbankments.”

Kendorski, F. S. “The Evolution of Rock Reinforcement Design,” in Rock Mechanics for Industry(Proceedings of the 37th U.S. Rock Mech. Symp., Vail, Colorado, June 1999), Vol. 2, pp. 643-649.Bernard Amadei et al., eds. Rotterdam: A. A. Balkema (1999).

Kersten, R. W. O., and A. R. Leach. “The Calibration of Material Models in FLAC for Deep-Gold Mine Problems,” in Prediction and Performance in Rock Mechanics & Rock Engineering(Proceedings of ISRM International Symposium EUROCK ’96, Turin, Italy, September 1996),Vol. 2, pp. 1179-1184. G. Barla, ed. Rotterdam: A. A. Balkema (1996).

Khoshrou, S. H. and M. Jamali. “Stability Analysis of the Miduk Mine Pit Slopes,” in The SecondHalf Century of Rock Mechanics (11th Congress of the International Society for Rock Mechanics,Lisbon, Portugal, July 2007), Vol. 1, pp. 681-684. L. Ribeiro e Sousa, C. Olalla and N. Grossmann,eds. London: Taylor & Francis Group (2007).

Kieffer, D., and R. Goodman. “Evaluating an Old Gravity Dam on a Soft Foundation Using FLAC,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 33-37. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Kirzhner, F., and G. Rosenhouse. “Numerical Analysis of Tunnel Dynamic Response to EarthMotions,” Tunn. & Underground Space Tech., 15(3), 249-258 (2000).

Kirzhner, F., G. Rosenhouse and Y. Zimmels. “Attenuation of Noise and Vibration Caused byUnderground Trains, Using Soil Replacement,” Tunn. & Undergr. Sp. Tech., 21, 561-567 (2006).

Klar, A., and I. Einav. “Pile Installation Using FLAC,” in FLAC and Numerical Modeling in Ge-omechanics – 2003 (Proceedings of the 3rd International FLAC Symposium, Sudbury, Ontario,Canada, October 2003), pp. 273-278. R. Brummer et al., eds. Lisse: Balkema (2003).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 33

Klar, A., and S. Frydman. “3D Formulation for Dynamic Lateral Soil Pile Interaction Using 2DFLAC,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2ndInternational FLAC Conference, Lyon, France, October 2001), pp. 71-77. D. Billaux et al., eds.Rotterdam: A. A. Balkema (2001).

Kleine, A., F. Laigle and A. Giraud. “An Elastoplastic Strain-Softening Constitutive Model for DeepRock – Three-Dimensional Applications for Nuclear Waster Repository Problem,” in NumericalModeling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 08-05. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

Kochen, R. “Modelagem Numérica de Escavacoes Subterrâneas em Solos e Rochas,” in 1994INFOGEO (Simpósio de Informática em Geotgecnia), pp. 187-196. Sao Paulo: AssociaçãoBrasileira de Mecânica Dos Solos Núcleo Regional de São Paulo, 1994.

Kochen, R., and A. Negro, Jr. “Numerical Modelling of a Tunnel in Soft Porous Clay,” in Geotech-nical Aspects of Underground Construction in Soft Ground (Proceedings of the InternationalSymposium, London, England, April 1996), pp. 549-552. R. J. Mair and R. N. Taylor, eds.Rotterdam: A. A. Balkema (1996).

Kockler, M., and S. J. Jung. “Study of Cemented Rockfill for Longhole Stoping,” in Rock Mechan-ics: Meeting Society’s Challenges and Demands (1st Canada-U.S. Rock Mechanics Symposium,Vancouver, Canada, May 2007), Vol. 2: Case Histories, pp. 1581-1584. E. Eberhardt et al., eds.London: Taylor & Francis Group (2007).

Kong, K. H., J. Kodikara and A. Haque. “Numerical Modelling of the Side Resistance Developmentof Piles in Mudstone with Direct Use of Sidewall Roughness,” Int. J. Rock Mech. Min. Sci., 43,987-995 (2006).

Konietzky, H. Thermo-Mechanical Analysis for Temporary Underground Nuclear Waste Storagein the Czech Republic. Itasca Consultants GmbH, 1997.

Konietzky, H. (with H. Bock, H. Dannemann, U. Estermann, W. Lange and F. Pohl). “NumericalModelling of the Behaviour of Soft Ground for a Near-Surface Tunnelling Project in the Rhine/RuhrDistrict,” Interfels News, 9, 1-10 (January 1994).

Konietzky, H., et al. “Thermo-Mechanical Coupled Scoping Calculations for Tunnels,” in FLACand Numerical Modeling in Geomechanics (Proceedings of the International FLAC Sympo-sium, Minneapolis, Minnesota, September 1999), pp. 325-329. C. Detournay and R. Hart, eds.Rotterdam: A. A. Balkema (1999).

Konietzky, H., K. Lorenz and W. Witter. “Simulation of Landslide Movement Based on a Multi-disciplinary Approach,” Felsbau, 22(2), 23-32 (2004).

Konietzky, H., L. te Kamp and P. Kamlot. “A Simple Procedure to Model Flow through Frac-tures and Double Porosity and Its Practical Application,” in FLAC and Numerical Modeling inGeomechanics (Proceedings of the International FLAC Symposium, Minneapolis, Minnesota,September 1999), pp. 141-145. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

FLAC Version 6.0


Konietzky, von H., and F. Rummel. “Kalibrierte numerische Spannungsfeld-modellierungen,”Geotechnik, 16, 6-11 (1993).

Kramer, J. M., G. J. Karabin and M. T. Hoch. “The Fracture Mechanics Approach to UnderstandingSupport in Underground Coal Mines,” in Proceedings of the Second International Workshop onCoal Pillar Mechanics and Design (Vail, Colorado, June 1999), pp. 115-137. C. Mark et al., eds.Pittsburgh: NIOSH (1999).

Krenn, F., and J. Golser. “Numerical Calculations of Support Loading Due to Long-Term RockMass Behaviour,” in Rock Engineering: Theory and Practice (Proceedings of ISRM RegionalSymposium EUROCK 2004 & 53rd Geomechanics Colloquy, Salzburg, Austria, October 2004),pp. 753-758. W. Schubert, ed. Essen: Verlag Glückauf (2004).

Krier, D. (with contributions by Ed Gaffney, Gordon Keating, Greg Valentine, Branko Damjanac andSebastian Dartevelle). Magma Dynamics at Yucca Mountain, Nevada. Bechtel SAIC CompanyLLC, ANL-MGR-GS-000005 REV 00 (2005).

Kuijpers, J. S. “Numerical Simulation of Failure Processes in Brittle Rock,” in Proceedings of theISRM Regional Conference on Fractured and Jointed Rock Masses (Lake Tahoe, California,June 1992), Vol. 3, pp. 656-664. Berkeley, California: Lawrence Berkeley Laboratory (1992).

Kumar, R., K. G. Sharma and A. Varadarajan. “Strain Softening Behaviour and ConstitutiveModeling of Schist,” in The Second Half Century of Rock Mechanics (11th Congress of theInternational Society for Rock Mechanics, Lisbon, Portugal, July 2007), Vol. 1, pp. 427-430. L.Ribeiro e Sousa, C. Olalla and N. Grossmann, eds. London: Taylor & Francis Group (2007).

Kwasniewski, M., and J. Wang. “Computer Simulation of Longwall Coal Mining with Roof Caving,I. Displacement Field and Fracture Zones in the Rock Mass” (in Polish), in Gornictwo Z. 221,Zeszyt Dwiescie Dwudziesty Pierwszy (VI Sympozjum, 1994), pp. 239-266. Gliwice, Poland:Wydawnictwo Politechniki Slaskiej (1994).

Kwasniewski, M., and J. Wang. “Computer Simulation of Longwall Coal Mining with RoofCaving, II. Behavior of Faults Under the Influence of Mining” (in Polish) in Gornictwo Z. 221,Zeszyt Dwiescie Dwudziesty Pierwszy (VI Sympozjum, 1994), pp. 267-285. Gliwice, Poland:Wydawnictwo Politechniki Slaskiej (1994).

Kwasniewski, M., and J. Wang. “Computer Simulation of Longwall Coal Mining with Roof Caving,III. Effect of Mining Rate on Strata Behavior” (in Polish) in Gornictwo Z. 221, Zeszyt DwiescieDwudziesty Pierwszy (VI Sympozjum, 1994), pp. 287-302. Gliwice, Poland: WydawnictwoPolitechniki Slaskiej (1994).

Kwasniewski, M. A., and J.-A. Wang. “3D Numerical Modeling and Study of Mine TremorsInduced by Coal Mining in the Vicinity of Major Faults – A Case Study,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 379-388. C. Detournay and R. Hart, eds. Rotterdam: A. A.Balkema (1999).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 35

Kwon, S., et al. “Sensitivity Analysis of THM Simulation for High Level Underground NuclearWaste Repository,” in Pacific Rocks 2000: Rock around the Rim (Proceedings of the 4th NorthAmerican Rock Mechanics Symposium, Seattle, Washington, July-August 2000), pp. 1265-1270.J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Kwon, S., and J. W. Wilson. “Investigation of the Influence of the Clay Seams around an Under-ground Excavation in Rock Salt,” in Proceedings of the Fourth International Conference on CaseHistories in Geotechnical Engineering (St. Louis, Missouri, March 1998), pp. 822-828 (1998).

Laigle, F. “A New Viscoplastic Model for Rocks: Application to the Mine-By Test of the AECL-URL,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the 3rd Inter-national FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 35-43. R. Brummeret al., eds. Lisse: Balkema (2003).

Laigle, F. “Short-Term and Delayed Behaviors of Underground Openings – Field Observationsand Numerical Simulations,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedingsof the 4th International Symposium, Madrid, Spain, May 2006), paper no. 02-08. R. Hart and P.Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Laigle, F., and P. Brun. “Modélisation Numérique des Ouvrages Souterrains Méthodologie etApplication,” AFTES, Journées d’études internationales de Chambery, 75-82 (21 ay 24 Octobre,1996).

Laigle, F., and A. Saïtta. “Numerical Simulation of Radial Bolting: Application to the TartaiguilleRailway Tunnel,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 153-160.R. Brummer et al., eds. Lisse: Balkema (2003).

Lanaro, F., G. Barla, L. Jing and O. Stephansson. “Continuous and Discontinuous Modellingof the Corvara Cliff,” in Prediction and Performance in Rock Mechanics & Rock Engineering(Proceedings of ISRM International Symposium EUROCK ’96, Turin, Italy, September 1996),Vol. 1, pp. 621-625. G. Barla, ed. Rotterdam: A. A. Balkema (1996).

Langston, R. B., H. A. D. Kirsten and J. A. Marjerison. “Classification of the Degree of RockFracturing and Estimation of Rock Stress at the Stillwater Palladium – Platinum Mine, Nye, MontanaUSA,” in Gulf Rocks 2004: Rock Mechanics across Borders & Disciplines (Proceedings of the6th NARMS Conference, Houston, Texas, June 2004). D. P. Yale, S. M. Willson and A. S.Abou-Sayed, eds. Paper no. ARMA/NARMS 04-516 (2004).

Larsson, H., R. Glamheden and G. Ahrling. “Storage of Natural Gas at High Pressure in LinedRock Caverns – Rock Mechanics Analysis,” in Storage of Gases in Rock Caverns, pp. 177-184.Rotterdam: A. A. Balkema, 1989.

Latha, G. M. “Equivalent Continuum Modeling of Geocell Encased Sand,” in Numerical Mod-eling in Geomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid,Spain, May 2006), paper no. 08-06. R. Hart and P. Varona, eds. Minneapolis, Minnesota: ItascaConsulting Group Inc. (2006).

FLAC Version 6.0


Latha, G. M., and T. G. Sitharam. “Comparison of Failure Criteria for Jointed Rock Masses,” inspecial issue of Int. J. Rock Mech. Min. Sci., 41(3), Paper No. 2B 08 (April). Proceedings of theISRM SINOROCK2004 symposium (Three Gorges Project Site, China, May 2004). J. A. Hudsonand X.-T. Feng, eds. (2004).

Lawson, C. R. “Serviceability Limits for Low-Height Reinforced Piled Embankments,” in GeoEng2000 (Proceedings of the International Conference on Geotechnical & Geological Engineering,Melbourne, Australia, November 2000), Paper No. GIGS0776. Lancaster, Pennsylvania: Tech-nomic Publishing (2000).

Leach, A. R. Examination of 100 Level Ridge Plant Stability at Western Deep Levels East Mine.Itasca Africa, Report to Western Deep Levels East Mine (1996).

Leach, A. R. Examination of the Damage to the SVC Raise Borehole in Luipaardsvlei Quartzitesat Western Deep Levels South Mine. Itasca Africa, Report to Western Deep Levels South Mine(1996).

Leach, A. R. Examination of the Effect of Mining in the Shaft Pillar Area at Saaiplaas 5 Shaft.Itasca Africa, Report to Saaiplaas/Freegold (1996).

Leach, A. R. Stability of Water Barrier Pillar between H & K Mining Blocks at EPRM. ItascaAfrica, Report to East Rand Proprietary Mines (1996).

Leach, A. R. Three Dimensional Examination of Mining of the Basal and B Reef Shaft Pillarsat Freddies 7 Shaft. Itasca Africa, Report to Freddies Mine, Freegold (1996).

Leach, A. R. A Two-Dimensional Comparison of Shaft Pillar Requirements with Caving and Cutand Fill Mining Methods at Shangani Mine. Itasca Africa, Report to Anglo American CorporationServices Ltd. (1996).

Lee, C. J., et al. “Tunnel Stability and Arching Effects during Tunneling in Soft Clayey Soil,” Tunn.Undergr. Sp. Tech., 21, 119-132 (2006).

Lee, G., S. Jeon and C. Lee. “Prediction of the Temperature Distribution around a Food StorageCavern: The Analysis of Three-Dimensional Heat Transfer in a Fractured Rock Mass,” in specialissue of Int. J. Rock Mech. Min. Sci., 41(3), Paper No. 2B 36 (April). Proceedings of the ISRMSINOROCK2004 symposium (Three Gorges Project Site, China, May 2004). J. A. Hudson andX.-T. Feng, eds. (2004).

Lee, W. F., et al. “Seismic Performance Modeling of Geosynthetic Reinforced Shapes,” in Geotech-nical Engineering in the Information Technology Age (CD Proceedings of Geocongress 2006,Atlanta, Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston, Virginia: ASCE(2006).

Lee, Y. N., Y. H. Suh, D. Y. Kim and K. S. Jue. “Stress and Deformation Behaviour of Oil StorageCaverns during Excavation,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 173 (1997).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 37

Leelasukseree, C., D. S. Kieffer and G. G. W. Mustoe. “Numerical Simulation of Disc CutterBehavior in Bimrocks,” in Golden Rocks 2006 – 50 Years of Rock Mechanics, Colorado School ofMines (Proceedings of the 41st U.S. Rock Mechanics Symposium, June 2006), paper no. 06-1146.D. P. Yale et al., eds. ARMA (2006).

Leem, J., et al. “Thermal-Hydrologic-Mechanical Study of Pre-closure Off-Normal Thermal Sce-narios at the Proposed Yucca Mountain Nuclear Waste Repository,” in CD Proceedings of AlaskaRocks 2005 – Rock Mechanics for Energy, Mineral and Infrastructure Development in the North-ern Regions (University of Alaska-Anchorage, June 2005), paper no. ARMA/USRMS 05-837.G. Chen et al., eds. ARMA, University of Alaska-Fairbanks (2005).

Leitao, N. S., and L. R. Sousa. “Repowering of the Miranda Hydroelectric Project – NumericalInvestigations for the Analysis of the New Underground Structures,” in Geoecology and Computers(Proceedings of the 3rd International Conference on Advances of Computer Methods in Geotech-nical and Geoenvironmental Engineering, Moscow, Russia, February 2000), pp. 113-120. S. A.Yufin, ed. Rotterdam: A. A. Balkema (2000).

Leite, M. H., R. Corthésy, D. E. Gil and G. Beaupré. “Reducing the Amount of Cement in BackfilledStopes,” in CAMI’95 (Proceedings of the Third Canadian Conference on Computer Applicationsin the Mineral Industry, Montréal, Canada, October 1995), pp. 340-347. H. S. Mitri, ed. Mon-tréal: McGill University Press (1995).

Lemos Vieira., J., and L. R. Sousa. “FLAC Modeling of Shallow Tunnels Under Seismic Action,” inFLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd InternationalFLAC Conference, Lyon, France, October 2001), pp. 93-99. D. Billaux et al., eds. Rotterdam:A. A. Balkema (2001).

Li, L., et al. “Modeling Arching Effects in Narrow Backfilled Stopes with FLAC,” in FLACand Numerical Modeling in Geomechanics – 2003 (Proceedings of the 3rd International FLACSymposium, Sudbury, Ontario, Canada, October 2003), pp. 211-219. R. Brummer et al., eds.Lisse: Balkema (2003).

Li, L., et al. “Stress Distribution in Inclined Backfilled Stopes,” in Minefill 2007 – Innovationand Experience (CD Proceedings of the 9th International Symposium on Mining with Backfill,Montréal, Canada, May 2007), paper no. 2510. Montréal: CIM (2007).

Li, T., S. Hewson and F. Pothitos. “Design and Optimisation of Cadia Hill Open Pit, CadiaValley Operations, Newcrest Mining Limited,” in Harnessing Technology by Managing Data andInformation (Proceedings of the 5th Large Open Pit Conference, Kalgoorlie, Western Australia,November 2003), pp. 123-125. C. Workman-Davies and E. Chanda, eds. Carlton: AUSIMM(2003).

Li, X. L., W. Bastiaens and F. Bernier. “The Hydromechanical Behaviour of the Boom ClayObserved during Excavation of the Connecting Gallery at Mol Site,” in Multiphysics Coupling andLong Term Behaviour in Rock Mechanics (Proceedings of ISRM Eurock 2006, Liège, Belgium,May 2006), pp. 467-472. A. Van Cotthem et al., eds. London: Taylor & Francis Group (2006).

FLAC Version 6.0


Lima, A. P., A. S. F. J. Sayão and D. M. S. Gerscovich. “Deformability Analysis of NailedSoil Slopes,” in Soil and Rock America 2003 (Proceedings of the 39th U.S. Rock MechanicsSymposium, Cambridge, Massachusetts, June 2003), pp. 2127-2132. P. J. Culligan, H. H. Einsteinand A. J. Whittle, eds. Essen: Verlag Glückauf (2003).

Lima, C., N. Plasencia and C. Esteves. “Picote II Underground Powerhouse – Geotechnical Char-acterization and Design,” in The Second Half Century of Rock Mechanics (11th Congress of theInternational Society for Rock Mechanics, Lisbon, Portugal, July 2007), Vol. 2, pp. 991-994. L.Ribeiro e Sousa, C. Olalla and N. Grossmann, eds. London: Taylor & Francis Group (2007).

Lindblom, U. E. “Design Criteria for the Brooklyn Union Gas Storage Caverns at JFK Airport,New York,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 173 (1997).

Liu, X., D. H. Chan and B. D. Gerbrandt. “Ground Deformation Response of Large CapacityCrawler Cranes – A Case Review,” in Sea to Sky Geotechnique (CD Proceedings of the 59thCanadian Geotechnical Conference & 7th Joint CGS/IAH-CNC Groundwater Specialty Confer-ence Specialty Conference, Vancouver, Canada, October 2006), pp. 991-996, paper no. 0100-105(2006).

Lobos, C. V., and E. F. Guerrero. “Análisis de Estabilidad Esquina Noreste Mina Escondida,”presented at The 4th Chilean Conference on Geotechnical Engineering, Valparaiso, Chile, October1997.

Lok, T. M., and M. F. Riemer. “Evaluation of Liquefaction Remediation Measures for Bridge Abut-ments,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 357-363. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Lorig, L. “Lessons Learned from Slope Stability Studies,” in FLAC and Numerical Modeling inGeomechanics (Proceedings of the International FLAC Symposium, Minneapolis, Minnesota,September 1999), pp. 17-21. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Lorig, L. “The Roles and Necessary Capabilities of Numerical Methods for Design Analysisof Excavations in Rock,” in Proceedings of the VII National Congress on Soil Mechanics andCement Engineering (Lima, Peru, December 1993), pp. 1-17. Lima: Servicomp Publicaciones(1993).

Lorig, L., and P. Varona. “Numerical Analysis,” in Rock Slope Engineering, pp. 218-244. D. C.Wyllie and C. W. Mah, eds. London: Spon Press (2004).

Lorig, L., and P. Varona. “Practical Slope-Stability Analysis Using Finite-Difference Codes,” inSlope Stability in Surface Mining, pp. 115-124. W. A. Hustrulid, M. K. McCarter and D. J. A.Van Zyl, eds. Littleton, Colorado: SME (2000).

Lorig, L. J. “Analysis of Novel Retaining Structures Using Explicit Finite Difference Codes,”in Computer Methods and Advances in Geomechanics (Proceedings of the 7th InternationalConference, Cairns, Australia, May 1991), pp. 157-164. Rotterdam: A. A. Balkema (1991).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 39

Lorig, L. J. “Modeling of Support Structures in Hard Rock,” in Kalliomekaniikan Paiva 1990(Finnish Rock Mechanics Day 1990), Paper No. 9. Espoo, Finland: Vuorimiesyhdistys Bergs-mannaforeningen r.y., 1990.

Lorig, L. J. “Rock Reinforcement: Mechanical Representations and Use in Finite DifferenceElement Schemes,” in Underground Engineering 1988, pp. 223-232. Roorkee, India: CentralBuilding Research Institute, 1988.

Loui, J. P., J. C. Jhanwar and P. R. Sheorey. “Assessment of Roadway Support Adequacy in SomeIndian Manganese Mines Using Theoretical In Situ Stress Estimates,” Int. J. Rock Mech. Min. Sci.,44, 148-155 (2007).

Loui, J. P., and P. R. Sheorey. “Estimation of Non-Effective Width for Different Panel Shapes inRoom and Pillar Extraction,” Int. J. Rock Mech. & Min. Sci., 39(1), 95-99 (2002).

Lundholm, B. E., and E. Nordlund. “The Effect of Overcoring on Elastic Properties and EvaluatedStress Components,” in GeoEng 2000 (Proceedings of the International Conference on Geotech-nical & Geological Engineering, Melbourne, Australia, November 2000), Paper No. UW0953.Lancaster, Pennsylvania: Technomic Publishing (2000).

Ma, F. “Axial Tension Development in the Liner of a Proposed Cedar Hills Regional MunicipalSolid Waste Landfill Expansion,” in FLAC and Numerical Modeling in Geomechanics – 2003(Proceedings of the 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October2003), pp. 279-285. R. Brummer et al., eds. Lisse: Balkema (2003).

Ma, F. “The Usability Analyses of HDPE Leachate Collection Pipes in a Solid Waste Landfill,” inFLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the 3rd InternationalFLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 287-293. R. Brummer et al.,eds. Lisse: Balkema (2003).

Ma, F., Z. L. Wang and J. LaVassar. “Liquefaction Analyses of a Hydraulic Fill Earth Dam,” inNumerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 08-03. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

MacLaughlin, M. M., R. B. Langston and T. M. Brady. “Numerical Geomechanical Modelingfor Stillwater Mine, Nye, Montana,” in Rock Mechanics in the National Interest (Proceedings ofthe 38th U.S. Rock Mechanics Symposium, Washington, D.C., July 2001), Vol. 1, pp. 423-432.Rotterdam: A. A. Balkema (2001).

Maertens, J., et al. “Check of Caisson Stability Using FLAC3D Modeling,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 459-462. C. Detournay and R. Hart, eds. Rotterdam: A. A.Balkema (1999).

Malan, D. F. “Implementation of a Viscoplastic Model in FLAC to Investigate Rate of MiningProblems,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 497-504. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

FLAC Version 6.0


Malan, D. F., and K. Drescher. “Modeling the Post-Failure Relaxation Behaviour of Hard Rock,”in Pacific Rocks 2000: Rock around the Rim (Proceedings of the 4th North American RockMechanics Symposium, Seattle, Washington, July-August 2000), pp. 909-917. J. Girard et al.,eds. Rotterdam: A. A. Balkema (2000).

Mandl, G. “‘Shear Joints’ vs Faults,” in Faulting in Brittle Rocks, an Introduction to the Mechanicsof Tectonic Faults, pp. 357-375. Berlin: Springer-Verlag (2000).

Mark, C., et al. “Case History of the Response of a Longwall Entry Subjected to ConcentratedHorizontal Stress,” Int. J. Rock Mech. Min. Sci., 44, 210-221 (2007).

Marmo, B. A., and C. Wilson. “A Verification Procedure for the Use of FLAC to Study GlacialDynamics and the Implementation of an Anisotropic Flow Law,” in FLAC and Numerical Modelingin Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis, Minnesota,September 1999), pp. 183-190. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Marr, W. A. “Geotechnical Engineering and Judgement in the Information Age,” in GeotechnicalEngineering in the Information Technology Age (CD Proceedings of Geocongress 2006, Atlanta,Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston, Virginia: ASCE (2006).

Martin, C. D., and P. K. Kaiser, comps. Mine-by Experiment Committee Report, Phase 1: Exca-vation Response Summary and Implications, Atomic Energy of Canada Limited, AECL-11382,COG-95-347 (1996).

Martin, G. R., and I. P. Lam. “Earthquake Resistant Design of Foundations – Retrofit of ExistingFoundations,” in GeoEng 2000 (Proceedings of the International Conference on Geotechnical& Geological Engineering, Melbourne, Australia, November 2000), invited paper, Vol. 1, pp.1025-1047. Lancaster, Pennsylvania: Technomic Publishing (2000).

Martin, L., et al. Evaluation of Instrumented Cable Bolts in Cement Grout to Determine Physicaland Numerical Modeling Properties, U.S. Dept. of Health & Human Services, Centers for DiseaseControl & Prevention, Report of Investigations 9662, DHHS (NIOSH) Publication No. 2004-140(2004).

Martinez, R. E., F. J. Buggy and C. P. Gupton. “Case History of Ground Improvement for Con-struction and Hydrotesting of a Large LNG Tank in Puerto Rico,” in Foundations and Ground Im-provement (Proceedings of a Special Conference, Virginia Polytechnic University, June 2001),Geotechnical Special Publication No. 113, pp. 580-594. T. L. Brandon, ed. Reston, Virginia:ASCE (2001).

Masetti, M., and G. Fretti. “Influence of Seepage and Soil Suction in Riverbank Stability,” inFLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLAC Sym-posium, Minneapolis, Minnesota, September 1999), pp. 109-116. C. Detournay and R. Hart, eds.Rotterdam: A. A. Balkema (1999).

Massoudi, N. “Numerical Modeling and Performance of a Retention System at the Virginia StateCapitol,” in Geotechnical Engineering in the Information Technology Age (CD Proceedings ofGeocongress 2006, Atlanta, Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston,Virginia: ASCE (2006).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 41

Maxwell, S. C., and R. P. Young. “Propagation Effects of an Underground Excavation,” Tectono-physics, 289, 17-30 (1998).

Mayeur, B., and D. Fabre. “Measurement and Modelling of In-Situ Rock Stresses in the AmbinMassif, Franco-Italian Alps,” in Rock Mechanics for Industry (Proceedings of the 37th U.S. RockMech. Symp., Vail, Colorado, June 1999), Vol. 2, pp. 1157-1163. Bernard Amadei et al., eds.Rotterdam: A. A. Balkema (1999).

McCullough, N. J., S. E. Dickenson and P. B. Pizzimenti. “The Seismic Modeling of Sheet PileBulkheads for Waterfront Applications,” in FLAC and Numerical Modeling in Geomechanics –2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France, October 2001),pp. 61-69. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

McNearny, R. L., and Q. Li. “Numerical Study of Stope Backfill Behavior in an UndergroundMine,” in CD Proceedings of Alaska Rocks 2005 – Rock Mechanics for Energy, Mineral andInfrastructure Development in the Northern Regions (University of Alaska-Anchorage, June2005), paper no. ARMA/USRMS 05-824. G. Chen et al., eds. ARMA, University of Alaska-Fairbanks (2005).

Medina, L., and M. J. Melis. “Three-Dimensional Numerical Analysis of the Deformations Inducedby the Excavation of the Madrid Metro,” in FLAC and Numerical Modeling in Geomechanics(Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, September 1999),pp. 279-285. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Mejia, L. H., and E.M. Dawson. “Earthquake Deconvolution for FLAC,” in Numerical Modeling inGeomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May2006), paper no. 04-10. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca ConsultingGroup Inc. (2006).

Mendonça, A. A. and M. Lurdes Lopes. “Role of the Reinforcement Density on the Behavior ofGeogrid Reinforced Systems,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedingsof the 4th International Symposium, Madrid, Spain, May 2006), paper no. 05-07. R. Hart and P.Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Millar, D. L. Automated Back Analysis of Ground Response in Rocks and Soils via EvolutionaryComputing,” in Prediction and Performance in Rock Mechanics & Rock Engineering (Proceed-ings of ISRM International Symposium EUROCK ’96, Turin, Italy, September 1996), Vol. 2,pp. 983-990. G. Barla, ed. Rotterdam: A. A. Balkema (1996).

Millar, D. L., and P. A. Calderbank. “On the Investigation of a Multilayer Feedforward NeuralNetwork Model of Rock Deformability Behaviour,” in Proceedings of the Eighth InternationalCongress on Rock Mechanics (Tokyo, Japan, September 1995), Vol. II, pp. 933-938. T. Fujii, ed.Rotterdam: A. A. Balkema (1995).

FLAC Version 6.0


Minkley, W., et al. “A Visco-Elasto-Plastic Softening Model and Its Application for SolvingStatic and Dynamic Stability Problems in Potash Mining,” in FLAC and Numerical Modeling inGeomechanics – 2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France,October 2001), pp. 21-27. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Mitchell, C. L. B., and M. A. Nykamp. “Shoring Analysis, Design and Construction at the SeattleSymphony’s Benaroya Hall,” in Proceedings of the Fourth International Conference on CaseHistories in Geotechnical Engineering (St. Louis, Missouri, March 1998), pp. 697-703 (1998).

Mitra, R., E. C. Westman and M. J. Mrugala. “Use of Numerical Modeling in Longwall RoofPerformance Analysis,” in Gulf Rocks 2004: Rock Mechanics across Borders & Disciplines(Proceedings of the 6th NARMS Conference, Houston, Texas, June 2004). D. P. Yale, S. M.Willson and A. S. Abou-Sayed, eds. Paper no. ARMA/NARMS 04-518 (2004).

Mogilevskaya, S. G., J. Wang and S. L. Crouch. “Numerical Evaluation of the Effective ElasticModuli of Rocks,” Int. J. Rock Mech. Min. Sci., 44, 425-436 (2007).

Mohammad, N., P. W. Lloyd and D. J. Reddish. “Longwall Surface Subsidence Prediction throughNumerical Modelling,” in Proceedings of the 16th International Conference on Ground Controlin Mining (Morgantown, West Virginia, August 1997), pp. 33-42. Morgantown, West Virginia:West Virginia University, Dept. of Mining Engineering (1997).

Mrugala, M. Magma Bulkhead Analysis. Bechtel SAIC Company LLC, 800-K0C-SSP0-00100-000-00B (draft), 2005.

Mrugala, M. J. “Steel Set Loads Analysis,” in Pacific Rocks 2000: Rock around the Rim (Proceed-ings of the 4th North American Rock Mechanics Symposium, Seattle, Washington, July-August2000), pp. 605-612. J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Mrugala, M. J., and Y. M. A. Hashash. “Performance and Modeling of a Shaft in Taylor Marl,” inComputer Methods and Advances in Geomechanics, Vol. 3, pp. 2615-2620. H. J. Siriwardaneand M. M. Zaman, eds. Rotterdam: A. A. Balkema (1994).

Muir Wood, D. “Numerical Analysis of Earth Pressures on an Integral Bridge Abutment,” inFLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLAC Sym-posium, Minneapolis, Minnesota, September 1999), pp. 443-450. C. Detournay and R. Hart, eds.Rotterdam: A. A. Balkema (1999).

Müller, W. “Entstehungsbedingungen für Liegendschlaege,” Glückauf-Forschungshefte, 51(3),111-118 (1990).

Müller, W. “Kopplung von Abso lutspannungsmessungen mit gebirgsmechanischen Berechnun-gen,” Glückauf-Forschungshefte, 51(6), 271-276 (1990).

Müller, W. “Loesung von Ausbaufragen mittles kombinierter Modelltechnik,” Felsbau, 12(3),182-188 (1994).

Müller, W. “Mathematisches Modell zur Beschreiung von Streckenverformungen,” Glückauf-Forschungshefte, 54(3), 101-106 (1993).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 43

Müller, W. “Nachtraegliche Basisabdichtung einer Deponie mit dem Streblangfrontverfahren ausgeotechnischer Sicht,” in Abdichtung von Deponien und Altlasten, pp. 593-605. Berlin: EF-Verlag für Energie- und Umvelttechnik GmbH (1992).

Müller, W. “Numerical Simulation of Rock Bursts,” Mining Science and Technology, 12, 27-42(1991).

Müller, W., and H. Meiners. “Nachbildung von Gebirgsschlaegen und Gasausbrüchen,” Glückauf-Forschungshefte, 53(1), 16-20 (1992).

Müller, W., and J. Vasters. “Die Nachbildung des Gebirgsschlags im Physikalischen und Nu-merischen Modell,” Glückauf-Forschungshefte, 53(4), 164-168 (1992).

Muralha, J. “The Influence of Mechanical and Geometrical Variability in Rock Mass Deformabil-ity,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 200 (1997).

Mylleville, B. L. J., U. D. Atukorala and T. P. Fitzell. “Geotechnical Design of MSE Walls on RockFill Slopes along the Sea to Sky Highway Test Section,” in Sea to Sky Geotechnique (CD Proceed-ings of the 59th Canadian Geotechnical Conference & 7th Joint CGS/IAH-CNC GroundwaterSpecialty Conference, Vancouver, Canada, October 2006), pp. 700-707, paper no. 0261-268(2006).

Naesgaard, E., and M. Uthayakumar. “Numerical Analyses for Seismic Retrofit Design LionsGate Bridge, Vancouver, British Columbia,” in FLAC and Numerical Modeling in Geomechanics(Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, September 1999),pp. 349-356. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Nagelhout, A. C. G., and J. P. A. Roest. “Investigating Fault Slip in a Model of an UndergroundGas Storage Facility,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 212 (1997).

Nakagawa, M., Y. Jiang and T. Esaki. “Application of Large-Strain Analysis for Prediction ofBehavior of Tunnels in Soft Rock,” in Computer Methods and Advances in Geomechanics, Vol. 2,pp. 1309-1314. J.-X. Yuan, ed. Rotterdam: A. A. Balkema (1997).

Napier, J. A. L., et al. Experimental Investigation of Fundamental Processes in Mining InducedFracturing and Rock Instability (Final Report). CSIR Miningtek, Safety in Mines ResearchAdvisory Committee, 2002-0106 (2002).

Naughton, P. J., and G. T. Kempton. “Comparison of Analytical and Numerical Analysis DesignMethods for Piled Embankments,” in Earthquake Engineering and Soil Dynamics (Proceedingsof Sessions of the Geo-Frontiers 2005 Congress, Austin, Texas, January 2005), GSP 131 Contem-porary Issues in Foundation Engineering. E. M. Rathje, ed. Reston, Virginia: American Societyof Civil Engineers (2005).

Navin, M. P., and G. M. Filz. “Reliability of Deep Mixing Method Columns for EmbankmentSupport,” in Geotechnical Engineering in the Information Technology Age (CD Proceedings ofGeocongress 2006, Atlanta, Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston,Virginia: ASCE (2006).

FLAC Version 6.0


Newcomb, S. R., et al. “Pit Slope Stability and Ground Movements Associated with the Develop-ment of Loy Yang Power Mine,” in GeoEng 2000 (Proceedings of the International Conferenceon Geotechnical & Geological Engineering, Melbourne, Australia, November 2000). Lancaster,Pennsylvania: Technomic Publishing (2000).

Noor, M., P. W. Lloyd and D. J. Reddish. “Longwall Surface Subsidence Prediction throughNumerical Modelling,” in Proceedings of the 16th International Conference on Ground Controlin Mining (Morgantown, West Virginia, August 1997), pp. 33-42. Morgantown, West Virginia:West Virginia University, Dept. of Mining Engineering (1997).

Noorany, I., S. Frydman and C. Detournay. “Prediction of Soil Slope Deformation Due to Wetting,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 101-107. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Nordlund, E. “Numerical Study of Tunnels at Shallow Depth in an Urban Area,” in FLAC andNumerical Modeling in Geomechanics (Proceedings of the International FLAC Symposium,Minneapolis, Minnesota, September 1999), pp. 263-270. C. Detournay and R. Hart, eds. Rotter-dam: A. A. Balkema (1999).

O’Connor, C. P., et al. “FLAC Numerical Simulations of the Behavior of a Spray-on Liner forRock Support,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 295-299.R. Brummer et al., eds. Lisse: Balkema (2003).

O’Hearn, B., D. Morrison, G. Allan, M. Board and R. Hart. “Use of Numerical Modeling inMine Design at Falconbridge, Ltd.,” SME Annual Meeting (Phoenix, Arizona, January 1988),Geomechanics, Session II, 1988.

Olofsson, S.-O., L. Rosengren and G. Svedbjörk. “Modeling of Ground-Shock Wave Propagationin Soil Using FLAC,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of theInternational FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 401-405. C.Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Ord, A. “Deformation of Rock: A Pressure-Sensitive, Dilatant Material,” PAGEOPH, 137(4),337-366, 1991.

Ord, A. “Fluid Flow through Patterned Shear Zones,” in Computer Methods and Advances inGeomechanics (Proceedings of the 7th International Conference, Cairns, Australia, May 1991),Vol. 1, pp. 393-398. Rotterdam: A. A. Balkema (1991).

Ord, A. “Mechanical Controls on Dilatant Shear Zones,” in Deformation Mechanisms, Rheologyand Tectonics (Geological Society Special Publication No. 54), pp. 183-192. London: GeologicalSociety, 1990.

Ord, A., et al. “On the Use of FLAC as a Tool in Predictive Exploration,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 119-122. C. Detournay and R. Hart, eds. Rotterdam: A. A.Balkema (1999).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 45

Oreste, P. P. “Analysis of Structural Interaction in Tunnels Using the Convergence-ConfinementApproach,” Tunnel. & Underground Space Tech., 18, 247-363 (2003).

Oreste, P. P., and D. Peila. “Radial Passive Rockbolting in Tunnelling Design with a New Conver-gence-Confinement Model,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 33(5), 443-454(1996).

Orr, C. M., C. F. Swindells and C. R. Windsor. “Open Pit Toppling Failures: Experience versusAnalysis,” in Computer Methods and Advances in Geomechanics (Proceedings of the 7th Inter-national Conference, Cairns, Australia, May 1991), pp. 505-510. Rotterdam: A. A. Balkema(1991).

Ouvry, J. F., T. Gisbert and L. Closset. “Back Analysis of a Slide in a Waste Storage Centre,” inRencontres 95, Géotextiles et Géomembranes (Beaune, France, September 1995), pp. 148-152.Ph. Delmas and J. P. Gourc, eds. Paris: Comité Francais pour les Géotextiles et Géomembranes(1995).

Owens, R. L. “Seismic Evaluation, Soil-Cement Mix Wall and Outlet Pipe Installation, IvinsBench Dam, Utah,” in Proceedings of the Fourth International Conference on Case Histories inGeotechnical Engineering (St. Louis, Missouri, March 1998), pp. 518-523 (1998).

Ozbay, M. U., and J. A. Ryder. “Investigations into Foundation Failure Mechanisms of Hard RockSquat Rib Pillars,” in Rock at Great Depth, pp. 527-535. Rotterdam: A. A. Balkema (1989).

Pan, Y.-W., et al. “Improved Design and Data Interpretation of a Multi-Purpose Borehole TestingDevice for Soft Rock,” Int. J. Rock Mech. Min. Sci., 43, 562-571 (2006).

Park, I., et al. “Verification and General Behaviour of Tubular Roof & Trench Method (T. R. & T.)by Numerical Analysis in Korea,” in Proceedings of AITES-ITA 2006 (World Tunnel Congress& 32nd ITA General Assembly, Seoul, Korea, April 2006), special issue of Tunn. Undergr. Sp.Tech., 21(3-4), paper no. pita06-0301 (May-July). I.-M. Lee, C. Yoo and K.-H. You, eds. ElsevierLtd. (2006).

Park, J. J., S. Jeon and Y. S. Chung. “Design of Pyongtaek LPG Storage Terminal underneath LakeNamyang: A Case Study,” Tunn. Undergr. Sp. Tech., 20, 463-478 (2005).

Park, S.-S., and P. M. Byrne. “Multi-Plane Model for Soil Liquefaction,” in Earthquake Engineer-ing and Soil Dynamics (Proceedings of Sessions of the Geo-Frontiers 2005 Congress, Austin,Texas, January 2005), GSP 139 Calibration of Constitutive Models. E. M. Rathje, ed. Reston,Virginia: American Society of Civil Engineers (2005).

Park, Y.-J., et al. “Stability of Large Rock Caverns Excavated in a Highly Stressed Region,” inTechnology Roadmap for Rock Mechanics (Proceedings of the 10th Congress of the ISRM,Johannesburg, South Africa, September 2003), Vol. 2, pp. 883-885. Johannesburg: SAIMM(2003).

FLAC Version 6.0


Park, Y. J., et al. “A Study on the Assessment of Safety of Tunnels,” in Rock Engineering: Theoryand Practice (Proceedings of ISRM Regional Symposium EUROCK 2004 & 53rd GeomechanicsColloquy, Salzburg, Austria, October 2004), pp. 669-672. W. Schubert, ed. Essen: VerlagGlückauf (2004).

Pastarus, J. R. “Toompea Hill Stability Analysis,” in FLAC and Numerical Modeling in Geome-chanics (Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, Septem-ber 1999), pp. 95-100. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Pathak, Y., M. Alfaro and C. Detournay. “Wetting-Induced Deformation of Geosynthetic ReinforcedSlopes with Expansive Soils,” in CD Proceedings of the 2003 North American GeosyntheticsSociety and 56th Canadian Geotechnical Conference (Winnipeg, Canada, 2003).

Pathak, Y. P., and M. C. Alfaro. “Laboratory Simulation of Seasonal Wetting-Drying Cycles onGeosynthetic-Reinforced Clay Slopes and Embankments,” in Earthquake Engineering and SoilDynamics (Proceedings of Sessions of the Geo-Frontiers 2005 Congress, Austin, Texas, January2005), GRI-18 Geosynthetics Research and Development in Progress. E. M. Rathje, ed. Reston,Virginia: American Society of Civil Engineers (2005).

Pelli, E., P. Yiouta-Mitra and A. I. Sofianos. “Seismic Behaviour of Square Lined UndergroundStructures,” in Proceedings of AITES-ITA 2006 (World Tunnel Congress & 32nd ITA GeneralAssembly, Seoul, Korea, April 2006), special issue of Tunn. Undergr. Sp. Tech., 21(3-4), paperno. pita06-0438 (May-July). I.-M. Lee, C. Yoo and K.-H. You, eds. Elsevier Ltd. (2006).

Pender, M. J. “Implementing a Soil Stress-Strain Model with Hysteretic Damping in FLAC,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 475-482. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Peng, S., and S. Zhang. “Experimental Study on the Speed Characteristics of the Acoustic Wavein Sedimentary Facies Transition Rock Mass,” in CD Proceedings of Alaska Rocks 2005 – RockMechanics for Energy, Mineral and Infrastructure Development in the Northern Regions (Uni-versity of Alaska-Anchorage, June 2005), paper no. ARMA/USRMS 05-722. G. Chen et al., eds.ARMA, University of Alaska-Fairbanks (2005).

Perman, F., et al. “Numerical Analyses of Shotcrete Reinforcement,” in The Second Half Centuryof Rock Mechanics (11th Congress of the International Society for Rock Mechanics, Lisbon,Portugal, July 2007), Vol. 2, pp. 955-958. L. Ribeiro e Sousa, C. Olalla and N. Grossmann, eds.London: Taylor & Francis Group (2007).

Petersen, D. L., and C. R. Nelson. “Design and Construction of a Wide Tunnel under ShallowCover – The Lafayette Bluff Tunnel South Portal,” Int. J. Rock Mech. Min. Sci. & Geomech.Abstr., 30(7), 1477-1483, 1993.

Picha, J. “Design of Reinforced Embankments Using Coupled Fluid/Solid Elastoplastic Soil Modelwith Plastic Expansive and Plastic Collapse State Concept,” in GeoEng 2000 (Proceedings of theInternational Conference on Geotechnical & Geological Engineering, Melbourne, Australia,November 2000). Lancaster, Pennsylvania: Technomic Publishing (2000).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 47

Pierce, M., T. Brandshaug and M. Ward. “Slope Stability Assessment at the Main Cresson Mine,”in Slope Stability in Surface Mining, pp. 239-250. W. A. Hustrulid, M. K. McCarter and D. J. A.Van Zyl, eds. Littleton, Colorado: SME (2000).

Pierce, M. E., C. Detournay and H. Lagger. “Numerical Modeling of Ground Freezing for Sub-surface Construction,” in CD Proceedings of Alaska Rocks 2005 – Rock Mechanics for En-ergy, Mineral and Infrastructure Development in the Northern Regions (University of Alaska-Anchorage, June 2005), paper no. ARMA/USRMS 05-854. G. Chen et al., eds. ARMA, Universityof Alaska-Fairbanks (2005).

Pilecki, Z. “Dynamic Analysis of Mining Tremor Impact on Excavation in Coal Mine,” in FLACand Numerical Modeling in Geomechanics (Proceedings of the International FLAC Sympo-sium, Minneapolis, Minnesota, September 1999), pp. 397-400. C. Detournay and R. Hart, eds.Rotterdam: A. A. Balkema (1999).

Pine, R. J., and P. N. Arnold. “Application of Risk Assessment Methods to Underground Exca-vations,” in Prediction and Performance in Rock Mechanics & Rock Engineering (Proceedingsof ISRM International Symposium EUROCK ’96, Turin, Italy, September 1996), Vol. 2, pp.1189-1196. G. Barla, ed. Rotterdam: A. A. Balkema (1996).

Pine, R. J., F. Desaintpaul and J. C. Sharp. “An Assessment of the Static and Dynamic Stabilityof a Neolithic (6,000 Year Old) Rockfill Burial Mound,” in Prediction and Performance in RockMechanics & Rock Engineering (Proceedings of ISRM International Symposium EUROCK ’96,Turin, Italy, September 1996), Vol. 1, pp. 621-625. G. Barla, ed. Rotterdam: A. A. Balkema(1996).

Pine, R. J., and I. G. T. Thin. “Probabilistic Risk Assessment in Mine Pillar Design,” in InnovativeMine Design for the 21st Century (Proceedings of the International Congress on Mine Design,Kingston, Ontario, Canada, August 1993), pp. 363-373. W. F. Bawden and J. F. Archibald, eds.Rotterdam: A. A. Balkema (1993).

Pirapakaran, K., S. Singh and N. Sivakugan. “Hydraulic Fill Research at James Cook University inthe New Millennium,” in Minefill 2007 – Innovation and Experience (CD Proceedings of the 9thInternational Symposium on Mining with Backfill, Montréal, Canada, May 2007). Montréal:CIM (2007).

Pittino, G., and J. Golser. “Structural Plate Steel Underpasses during Backfilling – How to Minimizethe Bending Moment,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the4th International Symposium, Madrid, Spain, May 2006), paper no. 05-10. R. Hart and P. Varona,eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Poisel, R., et al. “Risk Management of the Landslide Lärchberg-Galgenwald (Austria),” in TheSecond Half Century of Rock Mechanics (11th Congress of the International Society for RockMechanics, Lisbon, Portugal, July 2007), Vol. 2, pp. 1305-1310. L. Ribeiro e Sousa, C. Olallaand N. Grossmann, eds. London: Taylor & Francis Group (2007).

FLAC Version 6.0


Poisel, R., A. H. Zettler and W. Unterberger. “Tunnelling in Landslides,” in Prediction and Perfor-mance in Rock Mechanics & Rock Engineering (Proceedings of ISRM International SymposiumEUROCK ’96, Turin, Italy, September 1996), Vol. 1, pp. 667-674. G. Barla, ed. Rotterdam: A.A. Balkema (1996).

Poliakov, A. “Modeling of Tectonic Problems with PAROVOZ: Examples of Lithospheric Riftingand Buckling,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the Interna-tional FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 165-172. C. Detournayand R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Pooley, A. J. “Pile Coupling Spring Properties for Embedded Retaining Wall Analysis,” in FLACand Numerical Modeling in Geomechanics (Proceedings of the International FLAC Sympo-sium, Minneapolis, Minnesota, September 1999), pp. 435-442. C. Detournay and R. Hart, eds.Rotterdam: A. A. Balkema (1999).

Poulsen, B. A., and H. Guo. “Numerical Modeling of Longwall Coal Mining through a Weak toStrong Transition in Strength of Immediate Roof Strata,” in FLAC and Numerical Modeling inGeomechanics – 2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France,October 2001), pp. 287-293. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Pound, C. “The Performance of FLAC Zones in Bending,” in Numerical Modeling in Geome-chanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May 2006),paper no. 07-03. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting GroupInc. (2006).

Pound, C., and J. P. Beveridge. “Recent Experiences of the Prediction of Tunneling InducedGround Movement,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings ofthe 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 161-167.R. Brummer et al., eds. Lisse: Balkema (2003).

Pouya, A., C. Léonard and P. Alfonsi. “Modelling a Viscous Rock Joint Activated by Rainfall:Application to the La Clapière Landslide,” Int. J. Rock Mech. Min. Sci., 44, 120-129 (2007).

Prashar, Y., et al. “Numerical Modeling of Permanent Ground Deformation Hazard to a NaturalGas Pipeline in California,” in Earthquake Engineering and Soil Dynamics (Proceedings ofSessions of the Geo-Frontiers 2005 Congress, Austin, Texas, January 2005), GSP 133 EarthquakeEngineering and Soil Dynamics. E. M. Rathje, ed. Reston, Virginia: American Society of CivilEngineers (2005).

Puebla, H., and U. D. Atukorala. “Effect of Liquefaction and Soil-Structure Interaction on ResponseSpectra,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2ndInternational FLAC Conference, Lyon, France, October 2001), pp. 79-85. D. Billaux et al., eds.Rotterdam: A. A. Balkema (2001).

Puebla, H., P. M. Byrne and R. Phillips. “Analysis of CANLEX Liquefaction Embankments:Prototype and Centrifuge Models,” Can. Geotech. J., 34, 641-657 (1997).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 49

Puebla, H., et al. “Static and Seismic Stress-Deformation Analyses of a Deep Soil Mix Wall,” inNumerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 04-05. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Purwodihardjo, A., and B. Cambou. “Prediction of Deformations Induced by Tunneling Usinga Time-Dependent Model,” in FLAC and Numerical Modeling in Geomechanics – 2003 (Pro-ceedings of the 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October 2003),pp. 45-53. R. Brummer et al., eds. Lisse: Balkema (2003).

Raffield, M. P., J. V. James, I. Humphries and A. K. Issac. “Model Input Parameter Selection throughInstrumentation and Back Analysis of Large Excavation Failure in a Deep Level South African GoldMine,” in Innovative Mine Design for the 21st Century (Proceedings of the International Congresson Mine Design, Kingston, Ontario, Canada, August 1993), pp. 641-652. W. F. Bawden and J. F.Archibald, eds. Rotterdam: A. A. Balkema (1993).

Ralser, S., B. Hobbs and A. Ord. “Computer Modelling of Microfabric Development in Polycrys-talline Aggregates,” in Proceedings of the International Conference on Deformation of CrustalRocks (Mt. Buffalo, Australia, February 1987), pp. 33-34. Sydney: Geological Society ofAustralia (1987).

Ralser, S., B. E. Hobbs and A. Ord. “Computer Simulation of Texture Development in Poly-crystalline Aggregates with a Single Slip System,” in Proceedings of the Eighth InternationalConference on Textures of Materials (Santa Fe, September 1987), pp. 289-294. Warrendale,Pennsylvania: Metallurgical Society Inc. (1988).

Ranjith, P. G., et al. “A Parametric Study on Groundwater Flow towards a Tunnel: Using FiniteDifference Method,” in Rock Engineering: Theory and Practice (Proceedings of ISRM RegionalSymposium EUROCK 2004 & 53rd Geomechanics Colloquy, Salzburg, Austria, October 2004),pp. 793-796. W. Schubert, ed. Essen: Verlag Glückauf (2004).

Reddish, D. J. “The Utilisation of Numerical Modelling to Predict Water and Gas Glows aroundLongwall Panels; Two Case Studies from the UK Coal Mining Industry,” in Ground Control inMining (Proceedings of the 22nd International Conference, Morgantown, West Virginia, August2003), pp. 19-26. S. S. Peng, et al., eds. Morgantown, West Virginia: West Virginia University,Department of Mining Engineering (2003).

Reddish, D. J., et al. “Numerical Simulation of the Dynamic Impact Breakage Testing of Rock,”Int. J. Rock Mech. Min. Sci., 42, 167-176 (2005).

Reddish, D. J., L. R. Stace and M. R. Asef. “Rock-Support Interaction Analysis Using a Modelwith a Pressure-Dependent Deformation Modulus,” in Pacific Rocks 2000: Rock around the Rim(Proceedings of the 4th North American Rock Mechanics Symposium, Seattle, Washington,July-August 2000), pp. 99-103. J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Reddish, D. J., L. R. Stace and D. N. Whittles. “Numerical Modelling of Longwall Panels as an Aidto Mine Layout Design,” presented at The 105th Annual CIM General Meeting (Montréal, Canada,2003).

FLAC Version 6.0


Ribeiro e Sousa, L., et al. “The Lisbon Metro Yellow Line Extension. Structural Behavior ofthe Ameixoeira Station,” in Soil and Rock America 2003 (Proceedings of the 39th U.S. RockMechanics Symposium, Cambridge, Massachusetts, June 2003), pp. 2329-2336. P. J. Culligan,H. H. Einstein and A. J. Whittle, eds. Essen: Verlag Glückauf (2003).

Richards, K. S., and K. R. Reddy. “Slope Failure of Embankment Dam Under Extreme FloodingConditions: Comparison of Limit Equilibrium and Continuum Models,” in Earthquake Engineer-ing and Soil Dynamics (Proceedings of Sessions of the Geo-Frontiers 2005 Congress, Austin,Texas, January 2005), GSP 140 Slopes and Retaining Structures Under Seismic and Static Condi-tions. E. M. Rathje, ed. Reston, Virginia: American Society of Civil Engineers (2005).

Riddick, G. A., and C. W. Behling. “Cylinder Pile Wall – Reeves Drive – Grand Forks, North Dakota:A Case History,” in Proceedings of the 52nd Annual Geotechnical Conference (University ofMinnesota, February 2004), pp. 135-147. J. F. Labuz and J. G. Bentler, eds. Minneapolis:University of Minnesota, Dept. of Civil Engineering/Minnesota Geotechnical Society/Geo-Instituteof ASCE (2004).

Ripley, B. D., and P. A. Rapp. “Stave Falls Intake Excavation FLAC Analysis – A Case History,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 419-425. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Rodino, A., and M. Barale. “Numerical Simulation of Reinforcement Elements and Jointed RockMass Interaction,” in Prediction and Performance in Rock Mechanics & Rock Engineering (Pro-ceedings of ISRM International Symposium EUROCK ’96, Turin, Italy, September 1996), Vol.2, pp. 983-990. G. Barla, ed. Rotterdam: A. A. Balkema (1996).

Rodríguez, J. A., et al. “Integration of FLAC in a Proprietary Software System for the Designof TechSpan TM Buried Pre-Case Arch Systems,” in Numerical Modeling in Geomechanics –2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May 2006), paperno. 05-08. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc.(2006).

Rodríguez-Ortiz, J. M., and L. Medina. “A Numerical Model for the Secondary Consolidation ofSoft Clays in the Bilbao Estuary,” in Numerical Modeling in Geomechanics – 2006 (CD Proceed-ings of the 4th International Symposium, Madrid, Spain, May 2006), paper no. 08-09. R. Hartand P. Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Rodríguez-Ortiz, J. M., P. Varona and P. Velasco. “Modeling of Anhydrite Swelling with FLAC,” inFLAC and Numerical Modeling in Geomechanics – 2003 (Proceedings of the 3rd InternationalFLAC Symposium, Sudbury, Ontario, Canada, October 2003), pp. 55-62. R. Brummer et al., eds.Lisse: Balkema (2003).

Roest, J. P. A., W. Kamp, H. Zhongjie and M. J. Cockram. “Basic Research for the Destressing ofthe Rock Ring Surrounding a Gallery Under Severe Stress,” in Rock at Great Depth, pp. 517-525.Rotterdam: A. A. Balkema (1989).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 51

Rosengren, L., et al. “Modeling Effects of Accidental Explosions in Rock Tunnels,” in TechnologyRoadmap for Rock Mechanics (Proceedings of the 10th Congress of the ISRM, Johannesburg,South Africa, September 2003), Vol. 2, pp. 985-990. Johannesburg: SAIMM (2003).

Roth, W., et al. “Analysis of Tunnel Response to Adjacent Shaft Excavation,” in Tunnels for People(Proceedings of World Congress 97, 23rd General Assembly of the International TunnellingAssociation, Vienna, Austria, April 1997), Vol. 1, pp. 139-144. J. Golser, W. J. Hinkel and W.Schubert, eds. Rotterdam: A. A. Balkema (1997).

Roth, W., et al. “Performance of a Braced Excavation in Siltstone,” in Proceedings of the ThirdInternational Conference on Case Histories in Geotechnical Engineering, St. Louis, Missouri,June 1993), Vol. II, pp. 807-816. S. Prakash, ed. Rolla: University of Missouri-Rolla (1993).

Roth, W., R. Poisel and A. H. Zettler. “Comparison between Analytical and Numerical StabilityAnalyses Using FLAC for Shallow Tunnels in Soft Rock,” in FLAC and Numerical Modeling inGeomechanics – 2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France,October 2001), pp. 399-402. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Roth, W., A. Stirbys, C. de Rubertis and R. Ellis. “Performance of a Braced Excavation in Siltstone,”in Proceedings: Third International Conference on Case Histories in Geotechnical Engineering(St. Louis, Missouri, June 1993), Vol. II, pp. 807-816. S. Prakash, ed. Rolla, Missouri: Universityof Missouri-Rolla (1993).

Roth, W. H., S. Babendererde and S. Inel. “An Evaluation of EPB Muck Removal Systems,”presented at The North American ’96 Tunnelling Conference, 1996.

Roth, W. H., and A. Delnik. “Numerical Modeling of a Crib-Wall Failure,” in Proceedings of theFourth International Conference on Case Histories in Geotechnical Engineering (St. Louis,Missouri, March 1998), pp. 746-754 (1998).

Roth, W. H., S. Inel, C. Davis and G. Brodt. “Upper San Fernando Dam 1971 Revisited,” in 1993Annual Conference Proceedings of the Association of State Dam Safety Officials, pp. 49-60.D. W. Darnton and S. C. Plathby, eds. Lexington, Kentucky: Assoc. of State Dam Safety Officials(1993).

Rothenburg, L., M. A. Frayne and D. Z. Mraz. “Application of Two and Three DimensionalNumerical Models for Intact Salt Rock,” in Innovative Mine Design for the 21st Century (Pro-ceedings of the International Congress on Mine Design, Kingston, Ontario, Canada, August1993), pp. 609-620. W. F. Bawden and J. F. Archibald, eds. Rotterdam: A. A. Balkema (1993).

Rousé, P. C., D. A. Shuttle and R. J. Fannin. “Implementation of Critical State Models with FLAC,”in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th International Sym-posium, Madrid, Spain, May 2006), paper no. 08-01. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Roventa, M., G. Buia and G. O. Madear. “Geomechanics Studies on the Stability of Final Slopes inRovinari Open-Pits,” in Geomechanics 96 (Proceedings of the International Conference, Roznov,Czech Republic, November 1996), pp. 133-138. Z. Rakowski, ed. Rotterdam: A. A. Balkema(1997).

FLAC Version 6.0


Ruest, M., and L. Martin. “FLAC Simulation of Split-Pipe Tests on an Instrumented CableBolt,” presented at The CIM Annual General Meeting Proceedings, Vancouver, April-May 2002),www.cim.org (2002).

Ruest, M. R., et al. “The Design of a Backpacked Tunnel against Dynamic Loading,” in NARMS-TAC 2002: Mining and Tunnelling Innovation and Opportunity, Vol. 1, pp. 211-218.R. Hammah et al., eds. Toronto: University of Toronto Press (2002).

Ruest, M. R., P. P. Andrieux and B. P. Simser. “Design of a Backpacked Tunnel Liner UsingFLAC,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2ndInternational FLAC Conference, Lyon, France, October 2001), pp. 403-411. D. Billaux et al.,eds. Rotterdam: A. A. Balkema (2001).

Russell, H. “Active Role,” New Civil Engr., pp. 16-17 (November 10, 1994).

Ryder, J. A., and M. U. Ozbay. “Approximate Equivalent Moduli for Use in Modelling of Miningin Elastic Layered Strata,” in Computer Methods and Advances in Geomechanics (Proceedings ofthe 7th International Conference, Cairns, Australia, May 1991), pp. 415-520. Rotterdam: A. A.Balkema (1991).

Saiang, D., and E. Nordlund. “Failure Mechanisms around Shallow Tunnels in Brittle Rock,” inThe Second Half Century of Rock Mechanics (11th Congress of the International Society forRock Mechanics, Lisbon, Portugal, July 2007), Vol. 2, pp. 883-890. L. Ribeiro e Sousa, C. Olallaand N. Grossmann, eds. London: Taylor & Francis Group (2007).

Sainsbury, D. P., et al. “Investigation of the Geomechanical Criteria for Safe and Efficient CrownPillar Extraction beneath Stabilised Rockfill at the Crusader Mine,” in Technology Roadmap forRock Mechanics (Proceedings of the 10th Congress of the ISRM, Johannesburg, South Africa,September 2003), Vol. 2, pp. 1001-1006. Johannesburg: SAIMM (2003).

Sainsbury, D. P., and Y. Cai. “Numerical Analysis of Crown Pillar Recovery Techniques beneathPaste Fill,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2ndInternational FLAC Conference, Lyon, France, October 2001), pp. 295-301. D. Billaux et al.,eds. Rotterdam: A. A. Balkema (2001).

Sainsbury, D. P., M. E. Pierce and L. J. Lorig. “Two- and Three-Dimensional Numerical Analysisof the Interaction between Open-Pit Slope Stability and Remnant Underground Voids,” in Har-nessing Technology by Managing Data and Information (Proceedings of the 5th Large Open PitConference, Kalgoorlie, Western Australia, November 2003), pp. 251-257. C. Workman-Daviesand E. Chanda, eds. Carlton: AUSIMM (2003).

Sakakibara, T., M. Ujihira and K. Suzuki. “Numerical Study on the Cause of a Slope Failureat a Gravel Pit Using PFC and FLAC,” in Numerical Modeling in Micromechanics via ParticleMethods – 2004 (Proceedings of the 2nd International PFC Symposium, Kyoto, Japan, October2004), pp. 51-55. Y. Shimizu, R. D. Hart and P. Cundall, eds. Leiden: Balkema (2004).

Salzer, K., H. Konietzky and R.-M. Günther. “A New Creep Law to Describe the Transient andSecondary Creep Phase,” presented at The Numerical Methods in Geotechnical Engineering: 4thEuropean Conference, Udine, Italy, October 1998.

FLAC Version 6.0

BIBLIOGRAPHY 6 - 53

Sard, A., G. Pasamehmetoglu and T. Bozdaj. “Modelling of Earthquake Fault by a New ComputerControlled Direct-Shear Apparatus,” Int. J. Rock Mech. & Min. Sci., 34(3-4), Paper No. 269(1997).

Schiller, P., et al. “Design of Steel Piles for Stabilization of the West Elk Mine Landslide,” inProceedings of the 48th Annual Geotechnical Engineering Conference (University of Minnesota,February 2000), pp. 97-120. Minneapolis: University of Minnesota/Minnesota GeotechnicalSociety (2000).

Schlegel, R., J. Will and H. Konietzky. “Optimization and Sensitivity Analysis in Mining andGeotechnical Engineering Using Numerical Approaches,” Bulletin Resurse Minerale, 2, 47-54(2006).

Schleinig, J.-P. Sitz, and Krauße. “Numerical Analysis for the Evaluation of Openings for WasteDisposal Purposes,” in Geomechanics 96 (Proceedings of the International Conference, Roznov,Czech Republic, November 1996), pp. 271-275. Z. Rakowski, ed. Rotterdam: A. A. Balkema(1997).

Sciarra, N., et al. “Underground Cavity Design: The Case of Bressanone (Bozen, Italy),” in FLACand Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd International FLACConference, Lyon, France, October 2001), pp. 413-419. D. Billaux et al., eds. Rotterdam: A. A.Balkema (2001).

Segalini, A. “Numerical Modeling of Time Dependent – Slow Moving – Landslides in Colluvium,”in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd InternationalFLAC Conference, Lyon, France, October 2001), pp. 171-178. D. Billaux et al., eds. Rotterdam:A. A. Balkema (2001).

Seid-Karbasi, M., and P. M. Byrne. “Effects of Partial Saturation on Liquefiable Ground Re-sponse,” in Geotechnical Engineering in the Information Technology Age (CD Proceedings ofGeocongress 2006, Atlanta, Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston,Virginia: ASCE (2006).

Seid-Karbasi, M., and P. M. Byrne. “Significance of Permeability in Liquefiable Ground Response,”in Sea to Sky Geotechnique (CD Proceedings of the 59th Canadian Geotechnical Conference &7th Joint CGS/IAH-CNC Groundwater Specialty Conference Specialty Conference, Vancouver,Canada, October 2006), pp. 580-587, paper no. 0141-148 (2006).

Sevume, C. “In Situ Instrumentation and Monitoring of the Deformation of a Tunnel in a HighlyStressed Hard Rock Mass,” in Proceedings of the 9th ISRM International Congress on RockMechanics (Paris, France, 1999), Vol. 2, pp. 1429-1434. Rotterdam: A. A. Balkema (1999).

Shukha, R., and R. Baker. “Mesh Geometry Effects on Slope Stability Calculation by FLACStrength Reduction Method – Linear and Non-Linear Failure Criteria,” in FLAC and NumericalModeling in Geomechanics – 2003 (Proceedings of the 3rd International FLAC Symposium,Sudbury, Ontario, Canada, October 2003), pp. 109-116. R. Brummer et al., eds. Lisse: Balkema(2003).

FLAC Version 6.0


Siebrits, E., M. W. Hildyard and A. Daehnke. “Elastodynamics: Past, Present and Future,” in TheApplication of Numerical Modeling in Geotechnical Engineering, pp. 9-12. Pretoria: ISRM-SANG (1994).

Siefert, M., and H. Wagner. “Evaluation and Re-Dimensioning of Room and Pillar Workings inan Underground Gypsum Mine,” in Rock Mechanics in the National Interest (Proceedings ofthe 38th U.S. Rock Mechanics Symposium, Washington, D.C., July 2001), Vol. 1, pp. 337-342.Rotterdam: A. A. Balkema (2001).

Sigarán-Loría, C., and R. Hack. “Two-Dimensional Assessment of Topographical Site Effects onEarthquake Ground Response,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedingsof the 4th International Symposium, Madrid, Spain, May 2006), paper no. 04-08. R. Hart and P.Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Sigl, O., and G. Atzl. “Design of Bored Tunnel Linings for Singapore MRT North East Line C706,”Tunn. & Underground Space Tech., 14(4), 481-490 (1999).

Singh, R., P. R. Sheorey and D. P. Singh. “Stability of the Parting between Coal Pillar Workings inLevel Contiguous Seams,” Int. J. Rock Mech. & Min. Sci., 39(1), 9-39 (2002).

Sinha, A. K., and S. B. Srivastava. “Interaction Effects and Stability Aspect in Contiguous Mining,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 241-243. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Sitharam, T. G., and G. M. Latha. “Simulation of Excavations in Jointed Rock Masses Using aPractical Equivalent Continuum Approach,” Int. J. Rock Mech. & Min. Sci., 39, 517-525 (2002).

Sjöberg, J. “Analysis of the Aznalcollar Pit Slope Failures – A Case Study,” in FLAC and NumericalModeling in Geomechanics (Proceedings of the International FLAC Symposium, Minneapolis,Minnesota, September 1999), pp. 63-70. C. Detournay and R. Hart, eds. Rotterdam: A. A.Balkema (1999).

Sjöberg, J. “Analysis of Failure Mechanisms in High Rock Slopes,” in Proceedings of the 9thISRM Congress on Rock Mechanics (Paris, France, 1999), Vol. 1, pp. 127-130. Rotterdam: A.A. Balkema (1999).

Sjöberg, J. “Failure Mechanisms for High Slopes in Hard Rock,” in Slope Stability in SurfaceMining, pp. 71-80. W. A. Hustrulid, M. K. McCarter and D. J. A. Van Zyl, eds. Littleton,Colorado: SME (2000).

Sjöberg, J. “Failure Modes and Pillar Behavior in the Zinkgruvan Mine,” in Rock Mechanics(Proceedings of the 33rd U.S. Symposium, Santa Fe, June 1992), pp. 491-500. J. R. Tillersonand W. R. Wawersik, eds. Rotterdam: A. A. Balkema (1992).

Sjöberg, J., et al. “Stability Analysis of Ore Passes in the Kiirunavaara Mine,” in TechnologyRoadmap for Rock Mechanics (Proceedings of the 10th Congress of the ISRM, Johannesburg,South Africa, September 2003), Vol. 2, pp. 1093-1098. Johannesburg: SAIMM (2003).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 55

Sjöberg, J., B. Leijon and S. D. McKinnon. “Empirical Assessment of Failure Behaviour of Stopesand Sill Pillars in Swedish Cut-and-Fill Mines,” in Prediction and Performance in Rock Mechanics& Rock Engineering (Proceedings of ISRM International Symposium EUROCK ’96, Turin, Italy,September 1996), Vol. 2, pp. 1109-1116. G. Barla, ed. Rotterdam: A. A. Balkema (1996).

Sjöberg, J., and U. Norstrom. “Slope Stability at Aitik,” in Slope Stability in Surface Mining,pp. 203-212. W. A. Hustrulid, M. K. McCarter and D. J. A. Van Zyl, eds. Littleton, Colorado:SME (2000).

Sjöberg, J., J. C. Sharp and D. J. Malorey. “Slope Stability at Aznalcollar,” in Slope Stabilityin Surface Mining, pp. 183-202. W. A. Hustrulid, M. K. McCarter and D. J. A. Van Zyl, eds.Littleton, Colorado: SME (2000).

Soliman, A., et al. “Millbrook Dam, South Australia – Numerical Modeling of Large Deforma-tions,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th InternationalSymposium, Madrid, Spain, May 2006), paper no. 01-01. R. Hart and P. Varona, eds. Minneapolis,Minnesota: Itasca Consulting Group Inc. (2006).

Song, W. K., and K. C. Han. “Optimal Design of Highway Slopes in a Highly Weathered Rock,”in Proceedings of the 9th ISRM Congress on Rock Mechanics (Paris, France, 1999), Vol. 1, pp.131-133. Rotterdam: A. A. Balkema (1999).

Song, W.-K., and J.-H. Kim. “Ground Stability above the Old Mined Cavities,” in Rock Engi-neering: Theory and Practice (Proceedings of ISRM Regional Symposium EUROCK 2004 &53rd Geomechanics Colloquy, Salzburg, Austria, October 2004), pp. 759-763. W. Schubert, ed.Essen: Verlag Glückauf (2004).

Soto, C., J. C. Cereceda and F. Orcaistegui. “Optimization of the Mining Business through Geome-chanics: Two Case Histories,” in Proud to Be Miners (Proceedings of MassMin 2004, Santiago,Chile, August 2004), pp. 273-279. A. Karzulovic and M. A. Alfaro, eds. Santiago: MineriaChilena (2004).

Souley, M., et al. “Damage around a Keyed URL Excavation: Change in Permeability Induced byMicrocracks Growth,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of theInternational FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 205-213. C.Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Srikant, A., et al. “Geotechnical Characterization and Design for the Transition from the GrasbergOpen Pit to the Grasberg Block Cave Mine,” in Rock Mechanics: Meeting Society’s Challengesand Demands (1st Canada-U.S. Rock Mechanics Symposium, Vancouver, Canada, May 2007),Vol. 2: Case Histories, pp. 1277-1286. E. Eberhardt et al., eds. London: Taylor & Francis Group(2007).

Stacey, T. R., and H. A. C. Meintjes. “Application of Numerical Modelling to Assess PotentialMovements Resulting from Shallow Undermining,” in The Application of Numerical Modeling inGeotechnical Engineering, pp. 101-114. Pretoria: ISRM-SANG, 1994.

Stavropoulou, M. “Modeling of Small-Diameter Rotary Drilling Tests on Marbles,” Int. J. RockMech. Min. Sci., 43, 1034-1051 (2006).

FLAC Version 6.0


Stead, D., et al. “Advanced Numerical Techniques in Rock Slope Stability Analysis – Applicationsand Limitations,” in Proceedings of the International Conference of Landslides – Causes, Impactsand Countermeasures (Davos, Switzerland, June 2001), pp. 615-624. Essen: Verlag Glückauf(2001).

Stead, D., et al. “New Developments in Rock Slope Engineering: Implications for Open Pit SlopeDesign,” in Sea to Sky Geotechnique (CD Proceedings of the 59th Canadian Geotechnical Con-ference & 7th Joint CGS/IAH-CNC Groundwater Specialty Conference Specialty Conference,Vancouver, Canada, October 2006), pp. 1054-1061, paper no. 0163-170 (2006).

Stevens, V., D. Stead and T. Millard. “The Role of Root Reinforcement in Slope Stability: AReview,”in Sea to Sky Geotechnique (CD Proceedings of the 59th Canadian Geotechnical Con-ference & 7th Joint CGS/IAH-CNC Groundwater Specialty Conference Specialty Conference,Vancouver, Canada, October 2006), pp. 327-334, paper no. 0327-334 (2006).

Stewart, A., F. Wessels and S. Bird. “Design, Implementation and Assessment of Open-Pit Slopesat Palabora Over the Last 20 Years,” in Slope Stability in Surface Mining, pp. 177-181. W. A.Hustrulid, M. K. McCarter and D. J. A. Van Zyl, eds. Littleton, Colorado: SME (2000).

Stewart, D. P., M. A. Coulthard and C. F. Swindells. “Studies into the Influence of UndergroundWorkings on Open-Pit Slope Stability,” in Rock Mechanics Tools and Techniques (Proceedingsof the 2nd North American Rock Mechanics Symposium, Montréal, Canada, June 1996), Vol.1, pp. 515-522. M. Aubertin et al., eds. Rotterdam: A. A. Balkema (1996).

Stewart, T., and B. D. Ripley. “Deformation Analysis of the Wahleach Rock Slope, SouthwestBritish Columbia,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of theInternational FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 55-62. C.Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Strayer, L. M., P. J. Hudleston and L. J. Lorig. “A Numerical Model of Deformation and Fluid-Flowin an Evolving Thrust Wedge,” Tectonophysics, 335, 121-145 (2001).

Sun, L., T. Hopkins and T. Beckham. “Load Reduction by Geofoam for Culvert Extension: Numer-ical Analysis,” in Geotechnical Engineering in the Information Technology Age (CD Proceedingsof Geocongress 2006, Atlanta, Georgia, February-March 2006). D. J. DeGroot et al., eds. Reston,Virginia: ASCE (2006).

Sun, Y. “Prediction of Long-Term Stability of Emplacement Drifts at Yucca Mountain,” in RockMechanics in the National Interest (Proceedings of the 38th U.S. Rock Mechanics Symposium,Washington, D.C., July 2001), Vol. 1, pp. 567-573. Rotterdam: A. A. Balkema (2001).

Swan, G., and M. Board. “Fill-Induced Post-Peak Pillar Stability,” in Innovations in MiningBackfill Technology, pp. 81-88. F. P. Hassani et al., eds. Rotterdam: A. A. Balkema (1989).

Swan, G., and R. Brummer. “Backfill Design for Deep, Underhand Drift-and-Fill Mining,” inMinefill 2001 (Proceedings of the 7th International Symposium on Mining with Backfill), pp.359-368. D. Stone, ed. Littleton, Colorado: SME (2001).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 57

Sweby, G. J., and J. W. Klokow. “Rock Engineering Investigation into Aspects of Current MiningPractice, and Proposed New Mining Method for a Namibian Base Metal Mine,” in Predictionand Performance in Rock Mechanics & Rock Engineering (Proceedings of ISRM InternationalSymposium EUROCK ’96, Turin, Italy, September 1996), Vol. 2, pp. 1063-1069. G. Barla, ed.Rotterdam: A. A. Balkema (1996).

Sweby, G. J., and G. L. Smith. “Realistic Rock Mass Strength Properties for Use in InelasticNumerical Modelling,” in The Application of Numerical Modeling in Geotechnical Engineering,pp. 31-36. Pretoria: ISRM-SANG (1994).

Swift, G. M. “Back Analysis through Numerical Modelling of a Sandstone Cave,” in Rock En-gineering: Theory and Practice (Proceedings of ISRM Regional Symposium EUROCK 2004 &53rd Geomechanics Colloquy, Salzburg, Austria, October 2004), pp. 663-668. W. Schubert, ed.Essen: Verlag Glückauf (2004).

Swift, G. M., et al. “Numerical Modelling of Rock Loaded to Failure above Underground Cavities,”in GeoEng 2000 (Proceedings of the International Conference on Geotechnical & GeologicalEngineering, Melbourne, Australia, November 2000). Lancaster, Pennsylvania: Technomic Pub-lishing (2000).

Synn, J. H., et al. “Design of Ground Reinforcement and Support of Shallow Tunnel in HeavilyFractured Rock Mass,” in Pacific Rocks 2000: Rock around the Rim (Proceedings of the 4th NorthAmerican Rock Mechanics Symposium, Seattle, Washington, July-August 2000), pp. 619-623.J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Szavits-Nossan, A., M. S. Kovacevic and V. Szavits-Nossan. “Modeling of an Anchored DiaphragmWall,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 451-458. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Talu, M. S., and A. D. Wilson. “Innovative Mining Method, Related Support Systems and QualityAssurance for Large Underground Crusher Excavation De Beers Finsch Mine, South Africa,” inProud to Be Miners (Proceedings of MassMin 2004, Santiago, Chile, August 2004), pp. 356-362.A. Karzulovic and M. A. Alfaro, eds. Santiago: Mineria Chilena (2004).

Tan, P., Y. Moriwaki and P. Qiu. “Seismic Analysis of Underground Hollow Structures UsingFLAC,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the InternationalFLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 389-395. C. Detournay andR. Hart, eds. Rotterdam: A. A. Balkema (1999).

Taylor, J. A., and R. J. Fowell. “Mining Instability and the Misuse of the 10-Times-Seam ThicknessRule,” in The Second Half Century of Rock Mechanics (11th Congress of the International Societyfor Rock Mechanics, Lisbon, Portugal, July 2007), Vol. 1, pp. 63-68. L. Ribeiro e Sousa, C.Olalla and N. Grossmann, eds. London: Taylor & Francis Group (2007).

te Kamp, L., H. Konietzky and P. Blümling “Conceptual Modeling of Opalinus Clay with FLACand PFC,” in Numerical Modeling in Micromechanics via Particle Methods (Proceedings of the1st International PFC Symposium, Gelsenkirchen, Germany, November 2002), pp. 315-320.H. Konietzky, ed. Lisse: Balkema (2003).

FLAC Version 6.0


Thimus, J.-F., et al. “Analysis of Seismic Wave Propagation in Soils,” in Numerical Modeling inGeomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May2006), paper no. 04-06. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca ConsultingGroup Inc. (2006).

Thompson, R. J. “The Location of Critical Slip Surfaces in Slope-Stability Problems,” J. S. Afr.Inst. Min. Metall., 93(4), 85-95 (April 1993).

Tinucci, J. P., and B. Damjanac. Analysis of Mining-Induced Fault-Slip at the President BrandMine, Part I: Phase I Study. Itasca Consulting Group Inc., Report to Anglo American Corporation,Johannesburg (1992).

Tinucci, J. P., and A. J. S. Spearing. “Strategies for Clamping Faults and Dikes in High SeismicityTabular Mining Conditions,” in Rockbursts and Seismicity in Mines 93 (Proceedings of the In-ternational Symposium, Kingston, Ontario, Canada, August 1993), pp. 435-440. R. Paul Young,ed. Rotterdam: A. A. Balkema (1993).

Trueman, R., M. Pierce and R. Wattimena. “Quantifying Stresses and Support Requirements in theUndercut and Production Level Drifts of Block and Panel Caving Mines,” Int. J. Rock Mech. &Min. Sci., 39, 617-632 (2002).

Tyagi, V. K. “Applications of Geosystems as Retaining Structures in Marine Environments,” inEarthquake Engineering and Soil Dynamics (Proceedings of Sessions of the Geo-Frontiers 2005Congress, Austin, Texas, January 2005), GSP 140 Slopes and Retaining Structures Under Seismicand Static Conditions. E. M. Rathje, ed. Reston, Virginia: American Society of Civil Engineers(2005).

Unterberger, W., P. A. Cundall and A. H. Zettler. “Dynamic Substepping – Increasing the Powerof Explicit Finite Difference Modelling,” in Proceedings of the 9th International Conference onComputer Methods and Advances in Geomechanics (Wuhan, China, November 1997). Rotter-dam: A. A. Balkema (1997).

Unterberger, W., B. Hochgatterer and R. Poisel. “Numerical Prediction of Vibrations Caused by RailTraffic in Tunnels,” in Geomechanics 96 (Proceedings of the International Conference, Roznov,Czech Republic, November 1996), pp. 241-246. Z. Rakowski, ed. Rotterdam: A. A. Balkema(1997).

Unterberger, W., C. Honeger and A. Preh. “Advanced Application of FLAC Analyses in TrafficVibration Prediction,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedingsof the 2nd International FLAC Conference, Lyon, France, October 2001), pp. 87-92. D. Billauxet al., eds. Rotterdam: A. A. Balkema (2001).

Unterberger, W., R. Poisel and C. Honeger. “Numerical Prediction of Surface Vibrations Causedby High-Speed Rail Traffic in Tunnels,” presented at The World Tunnel Congress (ITA), Vienna,Austria, 1997.

Vacek, J., and E. Westman. “Experimental Study of Rock Mass Decomposition during Slip,”in Geomechanics 96 (Proceedings of the International Conference, Roznov, Czech Republic,November 1996), pp. 129-132. Z. Rakowski, ed. Rotterdam: A. A. Balkema (1997).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 59

Valdivia, C., and L. Lorig. “Slope Stability at Escondida Mine,” in Slope Stability in SurfaceMining, pp. 153-162. W. A. Hustrulid, M. K. McCarter and D. J. A. Van Zyl, eds. Littleton,Colorado: SME (2000).

van As, A., and A. R. Guest. “Numerical Modeling As a Tool to Estimate Time-Dependent SlopeFailures,” in The Application of Numerical Modeling in Geotechnical Engineering, pp. 121-126.Pretoria: ISRM-SANG, 1994.

Van Greunen, J., and M. T. McRae Wozencroft. “Design and Construction of a Large Span Un-derground Opening with Low Cover in Weak Rock, Napa, California,” in Golden Rocks 2006 –50 Years of Rock Mechanics, Colorado School of Mines (Proceedings of the 41st U.S. RockMechanics Symposium, June 2006), paper no. 06-1097. D. P. Yale et al., eds. ARMA (2006).

van Hout, G. J., and A. R. Leach. Comparison of Bracket Pillars and Backfilling for StabilisingMajor Geological Structures in the Moab Area. Itasca Africa, Report to Vaal Reefs (1996).

van Hout, G., and A. R. Leach. Examination of Concrete Lining Failure in Production Drifts, Part1: Two- Dimensional Modelling. Itasca Africa, Report to Kimberley and Koffiefontein DiamondMines (1996).

Vanbrabant, F., E. P. Chacón and L. A. Quiñones. “P and S Mach Waves Generated by the Detonationof a Cylindrical Explosive Charge – Experiments and Simulations,” Fragblast, 6(1), 21-35 (2002).

Varas, F., et al. “Study of Bifurcation in the Problem of Unloading a Circular Excavation in aStrain-Softening Material,” Tunn. Undergr. Sp. Tech., 20, 311-322 (2005).

Vardakos, S., and M. Guiterrez. “Simplified Parameter Identification for Circular Tunnels,” inProceedings of AITES-ITA 2006 (World Tunnel Congress & 32nd ITA General Assembly, Seoul,Korea, April 2006), special issue of Tunn. Undergr. Sp. Tech., 21(3-4), paper no. pita06-0304(May-July). I.-M. Lee, C. Yoo and K.-H. You, eds. Elsevier Ltd. (2006).

Vasak, P., and P. K. Kaiser. “Tunnel Stability Assessment during Rockbursts,” in CAMI’95 (Pro-ceedings of the Third Canadian Conference on Computer Applications in the Mineral Industry,Montréal, Canada, October 1995), pp. 340-347. H. S. Mitri, ed. Montréal: McGill UniversityPress (1995).

Vega-Meyer, R., and Y. Shao. “Geogrid-Reinforced and Pile-Supported Roadway Embankment,”in Earthquake Engineering and Soil Dynamics (Proceedings of Sessions of the Geo-Frontiers2005 Congress, Austin, Texas, January 2005), GSP 131 Contemporary Issues in FoundationEngineering. E. M. Rathje, ed. Reston, Virginia: American Society of Civil Engineers (2005).

Velasco, E., and L. Lorig. “Evaluación, Uso y Mejoras de los Modelos de Apernado en el Análisisde Excavaciones Subterráneas,” in Integral Approach to Applied Rock Mechanics (Proceedings ofthe 1994 ISRM International Symposium & IV Congreso Sudamericano de Mecanica de Rocas,Santiago, Chile, May 1994), Vol. 1, pp. 349-360. M. Van Sint Jan et al., eds. Santiago: SociedadChilena de Geotecnica SOCHIGE (1994).

FLAC Version 6.0


Vervoort, A., and B. Van De Steen. “Support Interaction in an Underground Storage Facilityof Radioactive Waste in a Clay Layer,” in FLAC and Numerical Modeling in Geomechanics –2001 (Proceedings of the 2nd International FLAC Conference, Lyon, France, October 2001),pp. 255-261. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Vieira, A., L. R. Sousa and J. Barreto. “Numerical Investigations for the Analysis of a LargeUnderground Station,” in Geoecology and Computers (Proceedings of the 3rd International Con-ference on Advances of Computer Methods in Geotechnical and Geoenvironmental Engineering,Moscow, Russia, February 2000), pp. 151-156. S. A. Yufin, ed. Rotterdam: A. A. Balkema (2000).

Vieira, C. S., M. L. Lopes and L. M. M. S. Caldeira. “Seismic Response of a Geosynthetic ReinforcedSteep Slope Using FLAC,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings ofthe 4th International Symposium, Madrid, Spain, May 2006), paper no. 05-06. R. Hart and P.Varona, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Vinkler, F., and J. P. Piguet. “Analysis of the Long-Term Stability of an Ancient Room and Aban-doned Pillar Mine – Impact of the Water Level,” in FLAC and Numerical Modeling in Geomechan-ics (Proceedings of the International FLAC Symposium, Minneapolis, Minnesota, September1999), pp. 245-253. C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Vitayasupakorn, A. “A FLAC Model for a Large-Diameter Pipejacking Pipe,” in FLAC and Nu-merical Modeling in Geomechanics (Proceedings of the International FLAC Symposium, Min-neapolis, Minnesota, September 1999), pp. 463-471. C. Detournay and R. Hart, eds. Rotterdam:A. A. Balkema (1999).

Vitsupakorn, V. “Initial Results of the Coupled Thermal-Mechanical Analyses of the Khlong ThaDan RCC Dam,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Proceedings ofthe 2nd International FLAC Conference, Lyon, France, October 2001), pp. 179-187. D. Billauxet al., eds. Rotterdam: A. A. Balkema (2001).

Voight, B. “Structural Stability of Andesite Volcanoes and Lava Domes,” Phil. Trans. R. Soc.Lond. (a), 358, 1663-1703 (2000).

Voight, B., et al. “The 26 December (Boxing Day) 1997 Sector Collapse and Debris Avalancheat Soufrière Hills Volcano, Montserrat,” in The Eruption of Soufrière Hills Volcano, Montserrat,from 1995 to 1999, pp. 363-407. T. H. Druitt and B. P. Kokelaar, eds. Memoirs, Vol. 21. London:Geological Society of London (2002).

Vonk, R. A., H. S. Rutten, J. G. M. van Mier and H. J. Fijneman. “Micromechanical Simulation ofConcrete Softening,” in Fracture Processes in Concrete, Rock and Ceramics, Section 10. London:E. & F. N. Spon, 1991.

Wallace, M., (with contributions by Frank Perry, Branko Damjanac and Carlos Carranza-Torres).Number of Waste Packages Hit by Igneous Intrusion. Bechtel SAIC Company LLC, ANL-MGR-GS-000003 REV02 (2005).

Wallis, S. “Lisbon Strategy,” World Tunnelling, 7(3), 99-105 (April 1994).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 61

Wang, T., and H. Zhu. “The Application of FLAC and FLAC3D to the Support of an UndergroundCavern,” in Numerical Modeling in Geomechanics – 2006 (CD Proceedings of the 4th Inter-national Symposium, Madrid, Spain, May 2006), paper no. 02-01. R. Hart and P. Varona, eds.Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).

Wang, T.-T., and T.-H. Huang. “Numerical Analysis of Tunnel Performance in Squeezing Ground,”in GeoEng 2000 (Proceedings of the International Conference on Geotechnical & GeologicalEngineering, Melbourne, Australia, November 2000). Lancaster, Pennsylvania: Technomic Pub-lishing (2000).

Wang, X. B. “Effect of Dilation Angle on Failure Process and Mechanical Behavior for a RockSpecimen with Initial Random Material Imperfections,” in Rock Mechanics: Meeting Society’sChallenges and Demands (1st Canada-U.S. Rock Mechanics Symposium, Vancouver, Canada,May 2007), Vol. 1: Fundamentals, New Technologies & New Ideas, pp. 371-378. E. Eberhardtet al., eds. London: Taylor & Francis Group (2007).

Wang, X. B. “Effect of Pore Pressure on Failure Mode, Axial, Lateral and Volumetric Deforma-tions of Rock Specimen in Plane Strain Compression,” in Multiphysics Coupling and Long TermBehaviour in Rock Mechanics (Proceedings of ISRM Eurock 2006, Liège, Belgium, May 2006),pp. 105-111. A. Van Cotthem et al., eds. London: Taylor & Francis Group (2006).

Wang, Z.-L., et al. “Simulation of Earthquake Performance of a Waterfront Slope Using FullyCoupled Effective Stress Approach,” in FLAC and Numerical Modeling in Geomechanics – 2001(Proceedings of the 2nd International FLAC Conference, Lyon, France, October 2001), pp. 101-108. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).

Wang, Z.-L., and F. I. Makdisi. “Implementing a Bounding Surface Hypoplasticity Model for Sandinto the FLAC Program,” in FLAC and Numerical Modeling in Geomechanics (Proceedings ofthe International FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 483-490.C. Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

Wang, Z.-L., F. I. Makdisi and J. Egan. “Practical Applications of a Nonlinear Approach to Analysisof Earthquake-Induced Liquefaction and Deformation of Earth Structures,” in Proceedings of the11th International Conference on Soil Dynamics & Earthquake Engineering (University ofCalifornia, Berkeley, January 2004), Vol. 2, pp. 299-306. D. Doolin et al., eds. (2004).

Watson, A. D., et al. “Integration of Geology, Monitoring and Modelling to Assess Rock SlideRisk,” Felsbau, 24(3), 50-58 (June 2006).

Watson, B. P., et al. “The Stress-Strain Behavior of In-Stope Pillars in the Bushveld PlatinumDeposits in South Africa,” in Golden Rocks 2006 – 50 Years of Rock Mechanics, Colorado Schoolof Mines (Proceedings of the 41st U.S. Rock Mechanics Symposium, June 2006), paper no.06-1035. D. P. Yale et al., eds. ARMA (2006).

Weinberger, R., V. Lyakhovsky and A. Agnon. “Damage Evolution and Propagation Paths ofEn-Echelon Cracks,” in Rock Mechanics for Industry (Proceedings of the 37th U.S. Rock Mech.Symp., Vail, Colorado, June 1999), Vol. 2, pp. 1125-1132. Bernard Amadei et al., eds. Rotterdam:A. A. Balkema (1999).

FLAC Version 6.0


White, B. G., S. Iverson and M. Larson. “Shear Origin of Tension in Excavation-Induced Fractures,”in Soil and Rock America 2003 (Proceedings of the 39th U.S. Rock Mechanics Symposium,Cambridge, Massachusetts, June 2003), pp. 909-916. P. J. Culligan, H. H. Einstein and A. J.Whittle, eds. Essen: Verlag Glückauf (2003).

White, B. G., M. Larson and S. R. Iverson. “Origin of Mining-Induced Fractures through MacroscaleDistortion,” in Gulf Rocks 2004: Rock Mechanics across Borders & Disciplines (Proceedings ofthe 6th NARMS Conference, Houston, Texas, June 2004). D. P. Yale, S. M. Willson and A. S.Abou-Sayed, eds. Paper no. ARMA/NARMS 04-569 (2004).

Whittles, D. N., et al. “Influence of Geotechnical Factors on Gas Flow Experienced in a UKLongwall Coal Mine Panel,” Int. J. Rock Mech. Min. Sci., 43, 368-387 (2006).

Whittles, D. N., S. W. Kingman and D. J. Reddish. “Application of Numerical Modelling forPrediction of the Influence of Power Density on Microwave-Assisted Breakage,” Int. J. Miner.Process., 68, 71-91 (2003).

Whittles, D. N., D. J. Reddish and T. X. Ren. “Finite Difference Continuum Modeling of theProgressive Redistribution of Stresses, Displacements and Shear Plane Development around anActive Coal Mine Longwall,” in FLAC and Numerical Modeling in Geomechanics – 2001 (Pro-ceedings of the 2nd International FLAC Conference, Lyon, France, October 2001), pp. 303-311.D. Billaux, et al., eds. Rotterdam: A. A. Balkema (2001).

Whyatt, J., and M. Board. “A Strain-Softening Model for Representing Shear Fracture in ContinuousRock Masses,” in Rockbursts and Seismicity in Mines, pp. 61-64. C. Fairhurst, ed. Rotterdam:A. A. Balkema (1990).

Whyatt, J. K., T. J. Williams and M. P. Board. “Examination of the Support Potential of CementedFills for Rockburst Control,” in Innovations in Mining Backfill Technology, pp. 209-216. F. P.Hassani et al., eds. Rotterdam: A. A. Balkema (1989).

Whyatt, J. K., T. J. Williams and M. P. Board. Rock Mechanics Investigations at the Lucky FridayMine (in Three Parts). U.S. Bureau of Mines, Report of Investigations, RI-9433 (1992).

Wiesner, T. J. “Airport Central Drained Basement,” in GeoEng 2000 (Proceedings of the Interna-tional Conference on Geotechnical & Geological Engineering, Melbourne, Australia, November2000). Lancaster, Pennsylvania: Technomic Publishing (2000).

Wilkes, T. A. “The Support of Highly Fractured Rock in Shallow Open Stopes at KoffiefontienMine, Orange Free State, Republic of South Africa,” in Rock Support in Mining and UndergroundConstruction, pp. 177-183. P. K. Kaiser and D. R. McCreath, eds. Rotterdam: A. A. Balkema(1992).

Wilson, C. J. L., and Y. Zhang. “Comparison between Experiment and Computer Modelling ofPlane-Strain Simple-Shear Ice Deformation,” J. Glaciology, 40(134), 46-55 (1994).

Wong, F., D. Tennant, D. Lawver, D. Vaugh, J. Isenberg, L. Lorig, T. Brandshaug, J. Collins andT. Hasselman. Analytical Support to Underground Technology Program (UTP) and LethalityAssessment of Buried Structures Programs (LABS), DNA, DNA-TR-94-189, (October 1995).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 63

Wyllie, D. C., and C. W. Mah, eds. Rock Slope Engineering, 4th ed. London: Spon Press (2004).

Yan, L.-P., and G. R. Martin. “Simulation of Moment-Rotation Behavior of a Model Footing,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minneapolis, September 1999), pp. 365-370. C. Detournay and R.Hart, eds. Rotterdam: A. A. Balkema (1999).

Yang, D., E. Naesgaard and B. Gohl. “Geotechnical Seismic Retrofit Design of Immersed GeorgeMassey Tunnel (Paper No. 251),” in Soil and Rock America 2003 (Proceedings of the 39th U.S.Rock Mechanics Symposium, Cambridge, Massachusetts, June 2003), pp. 2567-2574. P. J.Culligan, H. H. Einstein and A. J. Whittle, eds. Essen: Verlag Glückauf (2003).

Yang, J. S., et al. “Interactions of Four Tunnels Driven in Squeezing Fault Zone of WushaolingTunnel,” in Proceedings of AITES-ITA 2006 (World Tunnel Congress & 32nd ITA GeneralAssembly, Seoul, Korea, April 2006), special issue of Tunn. Undergr. Sp. Tech., 21(3-4), paperno. pita06-0080 (May-July). I.-M. Lee, C. Yoo and K.-H. You, eds. Elsevier Ltd. (2006).

Yang, Q. J., and B. de Wit. “Settlement Prediction and Control of Multilevel Anchored Wall inAlluvium and Weak Rock,” in GeoEng 2000 (Proceedings of the International Conference onGeotechnical & Geological Engineering, Melbourne, Australia, November 2000). Lancaster,Pennsylvania: Technomic Publishing (2000).

Yap, T. Y., and C. Pound. “A Numerical Study of the Influence of Piles in the Passive Zoneof Embedded Retaining Walls,” in FLAC and Numerical Modeling in Geomechanics – 2003(Proceedings of the 3rd International FLAC Symposium, Sudbury, Ontario, Canada, October2003), pp. 301-309. R. Brummer et al., eds. Lisse: Balkema (2003).

Yavuz, H. “An Estimation Method for Cover Pressure Re-establishment Distance and PressureDistribution in the Goaf of Longwall Coal Mines,” Int. J. Rock Mech. & Min. Sci., 41, 193-205(2004).

Yavuz, H., and R. J. Fowell. “Softening Effect of Coal on the Design of Yield Pillars,” in FLACand Numerical Modeling in Geomechanics – 2001 (Proceedings of the 2nd International FLACConference, Lyon, France, October 2001), pp. 313-320. D. Billaux et al., eds. Rotterdam: A. A.Balkema (2001).

Yogendrakumar, M., et al. “Vancouver Convention Centre Expansion Project – Geotechnical As-pects of Design and Construction,” in Sea to Sky Geotechnique (CD Proceedings of the 59thCanadian Geotechnical Conference & 7th Joint CGS/IAH-CNC Groundwater Specialty Confer-ence Specialty Conference, Vancouver, Canada, October 2006), pp. 708-719, paper no. 0269-280(2006).

York, G. “Towards a Three Dimensional Strike Stabilizing Pillar Model in FLAC,” in The Appli-cation of Numerical Modeling in Geotechnical Engineering, pp. 53-61. Pretoria: ISRM-SANG,1994.

FLAC Version 6.0


York, G., and G. L. Smith. “Numerical Modeling of the Behaviour of Concrete Stabilising PillarsCompared to Reef Pillars in Deep Level Narrow Reef Mining,” in Rock Mechanics Models andMeasurements: Challenges from Industry (Proceedings of the 1st North American Rock Me-chanics Symposium, The University of Texas at Austin, June 1994), pp. 911-918. P. Nelson andS. E. Laubach, eds. Rotterdam: A. A. Balkema (1994).

Yoo, C., Y.-W. Jeon and B.-S. Choi. “IT-Based Tunnelling Risk Management System (IT-TURISK)– Development and Implementation,” Tunn. Undergr. Sp. Tech., 21, 190-202 (2006).

You, K., and Y. Park. “A Comparative Modeling on the Failure of Shotcrete for the Calculation ofSafety Factors of Tunnels,” in Proceedings of AITES-ITA 2006 (World Tunnel Congress & 32ndITA General Assembly, Seoul, Korea, April 2006), special issue of Tunn. Undergr. Sp. Tech.,21(3-4), paper no. pita06-0373 (May-July). I.-M. Lee, C. Yoo and K.-H. You, eds. Elsevier Ltd.(2006).

You, K., Y. Park and J. S. Lee. “Risk Analysis for Determination of a Tunnel Support Pattern,”Tunn. Undergr. Sp. Tech., 20, 479-486 (2005).

Yu, C. W., and J. C. Chern. “Physical Modelling for Creep Parameters of Soft Rock,” in RockMechanics for Industry (Proceedings of the 37th U.S. Rock Mech. Symp., Vail, Colorado, June1999), Vol. 2, pp. 919-926. Bernard Amadei et al., eds. Rotterdam: A. A. Balkema (1999).

Yuan, L., and A. Smith. “Computational Fluid Dynamics Modeling of Spontaneous Heating inLongwall Gob Areas,” in The Power of Mining – Energy’s Influence (2007 SME Annual Meetingand CMA 109th National Western Conference, Denver, Colorado, February 2007), Preprint 07-101. Littleton, Colorado: SME (2007).

Yuan, S. C., and J. P. Harrison. “The Local Degradation Approach to the Modeling of BrittleFracture of Anisotropic Heterogeneous Rock,” in The Second Half Century of Rock Mechanics(11th Congress of the International Society for Rock Mechanics, Lisbon, Portugal, July 2007),Vol. 1, pp. 469-473. L. Ribeiro e Sousa, C. Olalla and N. Grossmann, eds. London: Taylor &Francis Group (2007).

Yuan, S. C., and J. P. Harrison. “Modeling Breakout and Near-Well Fluid Flow of a Borehole inan Anisotropic Stress Field,” in Golden Rocks 2006 – 50 Years of Rock Mechanics, ColoradoSchool of Mines (Proceedings of the 41st U.S. Rock Mechanics Symposium, June 2006), paperno. 06-1157. D. P. Yale et al., eds. ARMA (2006).

Yumlu, M., and M. U. Ozbay. “A Study of the Behaviour of Brittle Rocks Under Plane Strain andTriaxial Loading Conditions,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 32(7), 725-733(1995).

Zaman, M. M., and A. A. Soltani. “Analysis of Model Continuously Reinforced Concrete Pave-ment Using FLAC,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of theInternational FLAC Symposium, Minneapolis, Minnesota, September 1999), pp. 197-202. C.Detournay and R. Hart, eds. Rotterdam: A. A. Balkema (1999).

FLAC Version 6.0

BIBLIOGRAPHY 6 - 65

Zarnani, S., and R. J. Bathurst. “Application of EPS Geofoam as a Seismic Buffer: Numerical StudyUsing FLAC,” in Sea to Sky Geotechnique (CD Proceedings of the 59th Canadian GeotechnicalConference & 7th Joint CGS/IAH-CNC Groundwater Specialty Conference Specialty Confer-ence, Vancouver, Canada, October 2006), pp. 140-147, paper no. 0140-147 (2006).

Zeng, Q,-b., G.-m. Cheng and H.-y. Liu. “The Influence of Auger Mining Excavation Sequenceon Inter-Hole Pillar Stability below the Final Highwall of a Surface Coal Mine,” Int. J. Rock Mech.Min. Sci., 43, 1134-1138 (2006).

Zettler, A., et al. “Slope Stability Analysis Based on the Shear Reduction Technique in 3D,”in FLAC and Numerical Modeling in Geomechanics (Proceedings of the International FLACSymposium, Minneapolis, Minnesota, September 1999), pp. 11-16. C. Detournay and R. Hart,eds. Rotterdam: A. A. Balkema (1999).

Zettler, A. H., and R. Poisel. “The Effectivity of Rock Bolts in Tunnelling Demonstrated by FiniteDifference Models (UDEC, FLAC),” in Geomechanics 96 (Proceedings of the International Con-ference, Roznov, Czech Republic, November 1996), pp. 247-252. Z. Rakowski, ed. Rotterdam:A. A. Balkema (1996).

Zhai, E., et al. “Seismic Design Analyses of Cut-and-Cover Tunnels,” in Numerical Modeling inGeomechanics – 2006 (CD Proceedings of the 4th International Symposium, Madrid, Spain, May2006), paper no. 05-09. R. Hart and P. Varona, eds. Minneapolis, Minnesota: Itasca ConsultingGroup Inc. (2006).

Zhang, Y., B. E. Hobbs and A. Ord. “A Numerical Simulation of Fabric Development in Polycrys-talline Aggregates with One Slip System,” J. Struct. Geol., 16(9), 1994.

Zhang, Y., B. E. Hobbs, A. Ord and H. B. Mühlhaus. “Computer Simulation of Single-LayerBuckling,” J. Struct. Geol., 18(5), 643-655 (1996).

Zhu, H., H. Li and C. O’Connor. “Numerical Modeling of Brittle Rock Failure (in Chinese),” inProceedings of the 9th China National Rock Mechanics & Engineering Conference, pp. 260-266.Beijing: Science Publishing Co. (2006).

Zipf, R. K. “Using a Postfailure Stability Criterion in Pillar Design,” in Proceedings of the SecondInternational Workshop on Coal Pillar Mechanics and Design (Vail, Colorado, June 1999), pp.181-192. C. Mark et al., eds. Pittsburgh: NIOSH (1999).

Zipf, R. K. Jr. “Ground Control Design for Highwall Mining,” in Got Mining!, CD Preprints fromthe 2005 SME Annual Meeting and Exhibit, Salt Lake City, Utah, February-March 2005, Preprint05-82. Littleton: SME (2005).

Zipf, R. K., Jr. “Numerical Modeling Procedures for Practical Coal Mine Design,” in GoldenRocks 2006 – 50 Years of Rock Mechanics, Colorado School of Mines (Proceedings of the 41stU.S. Rock Mechanics Symposium, June 2006), paper no. 06-1119. D. P. Yale et al., eds. ARMA(2006).

FLAC Version 6.0


Zipf, R. K. Jr. “Pillar Design to Prevent Collapse of Room-and-Pillar Mines,” in UndergroundMining Methods: Engineering Fundamentals and International Case Studies, pp. 493-511.W. A. Hustrulid and R. L. Bullock, eds. Littleton, Colorado: SME (2001).

FLAC Version 6.0

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