user's guide : 6 : bibliographyweb.mst.edu/~norbert/ge6477/assignments/assign 0...6-2 user’s...

BIBLIOGRAPHY 6 - 1

6 BIBLIOGRAPHY

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

Abdallah, G., et al. “Thermal Convection of Fluid in Fractured Media,” Int. J. Rock Mech. Min.Sci. & Geomech. Abstr., 32(5), 481-490 (1995).

Adachi, T., Y. Ohnishi and K. Arai. “Investigation of Toppling Slope Failure at Route 305 inJapan,” in Proceedings of the 7th International Congress on Rock Mechanics (Aachen, Germany,September 1991), Vol. 2, pp. 843-846. Rotterdam: A. A. Balkema (1991).

Advanced Technology & Engineering Services, A Division of AIMIL Ltd. “Final Report on Nu-merical Modeling of Tailrace Out Fall Structure for Nathpa Jhakeri Hydro-Electric Project,” ReportNo. 99/NM516, March 1999.

Aglawe, J. P., and A. G. Corkum. “Application of Distinct Element Analysis in Slope StabilityProblems,” presented at the Indo-Norwegian Workshop on Seismic Hazard and Risk Assessment(New Delhi, India, March 2006).

Ahola, M. P., and A. H. Chowdhury. “Effect of Seismic Load on a Proposed Nuclear WasteRepository at Yucca Mountain,” Int. J. Rock Mech. Min. Sci., 34(3-4), paper no. 007 (1997).

Akky, M. R., et al. “Dynamic Analyses of Large Underground Caverns Using Discrete-ElementCodes – Verification and Reliability,” in Tunnelling and Ground Conditions, pp. 477-484. A.Sala, ed. Rotterdam: A. A. Balkema (1994).

Al Heib, M., et al. “A Simple Method for the Alleviation of Dynamic Phenomena in Mines Struc-tures,” in CAMI’95 (Proceedings of the Third Canadian Conference on Computer Applications inthe Mineral Industry, Montréal, Canada, October 1995), pp. 248-255. H. S. Mitri, ed. Montréal:McGill University Press (1995).

Al Heib, M. M. “Influence de la Deformation Horizontale sur le Bati – Rôle d’une TrancheePeripherique / Impact of Horizontal Strain on Buildings – Effect of Device Trench (in French),” inInsertion Des Grands Ouvrages dans Leur Environment (Insertion of Large Civil EngineeringStructures in the Environment, JNGG’08, Nantes, France, June 2008), pp. 159-166. Paris:Laboratoire Central des Ponts et Chaussés (2008).

Al-Harthi, A., and S. Hencher. “Physical and Numerical Modelling of Underground Excavationsin Dilational Rock Masses,” in Proceedings of the ISRM Regional Conference on Fracturedand Jointed Rock Masses (Lake Tahoe, California, June 1992), Vol. 3, pp. 608-615. Berkeley,California: Lawrence Berkeley Laboratory (1992).

Al-Harthi, A. A., and S. R. Hencher. “On the Effect of Block Size on the Shear Behavior of JointedRock Masses,” in Scale Effects in Rock Masses, pp. 205-209. A. Pinto da Cunha, ed. Rotterdam:Balkema (1993).

UDEC Version 5.0

6 - 2 User’s Guide

Alejano, L. R. “Footwall Slope Failure Mechanisms and Design Considerations Using UDEC,”in Numerical Modeling of Discrete Materials in Geotechnical Engineering, Civil Engineering& Earth Sciences (1st International UDEC/3DEC Symposium, Bochum, Germany, September2004), pp. 279-287. H. Konietzky, ed. Leiden: Balkema (2004).

Alejano, L. R., et al. “Multi-Approach Back-Analysis of a Roof Bed Collapse in a Mining RoomExcavated in Stratified Rock,” Int. J. Rock Mech. Min. Sci., 45, 899-912 (2008).

Alfonsi, P., J. L. Durville and X. Rachez. “Modelisation Numerique d’une Fondation sur VersantRocheux par la Methode Des Elements Distincts: Comparaison 2-D/3-D,” in Proceedings of the9th ISRM Congress on Rock Mechanics (Paris, France, 1999), Vol. 1, pp. 71-76. Rotterdam: A.A. Balkema (1999).

Alfonsi, P., O. Fouché and E. Bourgeois. “Foundation on Rock: Effect of Rock Fractures onSettlement of Bridge Piers,” in Numerical Modeling of Discrete Materials in Geotechnical En-gineering, Civil Engineering & Earth Sciences (1st International UDEC/3DEC Symposium,Bochum, Germany, September 2004), pp. 257-262. H. Konietzky, ed. Leiden: Balkema (2004).

Alfonsi, P., and S. Grelaud. “Determination of Fracture Openings in Rock Masses,” in Continuumand Distinct Element Numerical Modeling in Geo-Engineering (Proceedings of the 1st Inter-national FLAC/DEM Symposium, Minneapolis, Minnesota, August 2008), paper no. 04-02. R.Hart, C. Detournay and P. Cundall, eds. Minneapolis: Itasca Consulting Group Inc. (2008).

Alzoubi, A., C. D. Martin and D. M. Cruden. “A Discrete Element Damage Model for RockSlopes,” in Rock Mechanics: Meeting Society’s Challenges and Demands (1st Canada-U.S.Rock Mechanics Symposium, Vancouver, Canada, May 2007), Vol. 1: Fundamentals, NewTechnologies & New Ideas, pp. 503-510. E. Eberhardt et al., eds. London: Taylor & FrancisGroup (2007).

Applied Research Associates Inc., and R. D. Hart et al. “Tunnel Prediction Using Distinct Ele-ments. Vol II – Computer Code Modification and Verification,” Applied Research Associates Inc.,Itasca Consulting Group Inc., Report to Defense Nuclear Agency, DNA-TR-90-56-V2. Alexandria,Virginia (December 1990).

Asgian, M. “A Numerical Model of Fluid-Flow in Deformable Naturally Fractured Rock Masses,”Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 26(3/4), 317-328 (1989).

Atallah, A. F., A. H. Marwan and C. Didier. “Modelling Propagation of Sinkhole, in Both Slowand Dynamic Modes, Using the UDEC Computer Code,” in NARMS-TAC 2002: Mining andTunnelling Innovation and Opportunity, Vol. 1. R. Hammah et al., eds. Toronto: University ofToronto Press (2002).

Australian Coal Association Research Program. “Final Report: Impacts of Mine Subsidence on theStrata and Hydrology of River Valleys / Management Guidelines for Undermining Cliffs, Gorgesand River Systems,” Waddington & Associates Pty Limited, Report No. 74, ACARP ResearchProject Number C8005, March 2001.

UDEC Version 5.0

BIBLIOGRAPHY 6 - 3

Australian Coal Association Research Program. “Final Report: Impacts of Mine Subsidence on theStrata and Hydrology of River Valleys / Management Guidelines for Undermining Cliffs, Gorges andRiver Systems,” Waddington & Associates Pty Limited, Report No. WKA110, ACARP ResearchProject Number C9067, June 2002.

Azevedo, J., G. Sincraian and J. V. Lemos. “Seismic Behavior of Blocky Masonry Structures,”Earthq. Spectra, 16(2), 337-365 (2000).

Baczynski, N. R. P., et al. “Toppling Slope Failure – Predicted Versus Actual, Ok Tedi, Papua NewGuinea,” in SHIRMS 2008 (Proceedings of the 1st Southern Hemisphere International RockMechanics Symposium, Perth, Western Australia, September 2008), Vol. 1, pp. 419-431. Y.Potvin et al., eds. Nedlands, Western Australia: Australian Centre for Geomechanics (2008).

Baghbanan, A., and L. Jing. “Hydraulic Properties of Fractured Rock Masses with CorrelatedFracture Length and Aperture,” Int. J. Rock Mech. Min. Sci., 44, 704-719 (2007).

Baghbanan, A., and L. Jing. “Stress Effects on Permeability in a Fractured Rock Mass withCorrelated Fracture Length and Aperture,” Int. J. Rock Mech. Min. Sci., 45, 1320-1334 (2008).

Bagheri, M., N. Shafiezadeh and H. R. Hajihassani. “Discontinuum and Continuum Modeling ofMasjed E Soleyman Power House Cavern,” in Multiphysics Coupling and Long Term Behaviour inRock Mechanics (Proceedings of ISRM Eurock 2006, Liège, Belgium, May 2006), pp. 689-693.A. Van Cotthem et al., eds. London: Taylor & Francis Group (2006).

Bandis, S. C., et al. “Modeled Versus Observed Tunnel Performance in Weak Bedded Rock UnderHigh Cover: The Dhiarizos Tunnel Case Study (Cyprus),” in Numerical Modeling of DiscreteMaterials in Geotechnical Engineering, Civil Engineering & Earth Sciences (1st InternationalUDEC/3DEC Symposium, Bochum, Germany, September 2004), pp. 35-41. H. Konietzky, ed.Leiden: Balkema (2004).

Bandis, S. C., N. R. Barton and M. Christianson. “Application of a New Numerical Model ofJoint Behaviour to Rock Mechanics Problems,” in Fundamentals of Rock Joints (Proceedings ofthe International Symposium on Fundamentals of Rock Joints, Björkliden, Sweden, September1985), pp. 345-356. Luleå, Sweden: Centek Publishers (1985).

Bandis, S. C., C. A. Schinas and J. C. Sharp. “Modeling-Aided Design of a Very Large SpanUnderground Excavation,” in Numerical Modeling of Discrete Materials in Geotechnical En-gineering, Civil Engineering & Earth Sciences (1st International UDEC/3DEC Symposium,Bochum, Germany, September 2004), pp. 57-63. H. Konietzky, ed. Leiden: Balkema (2004).

Barbero, M., and M. Borri-Brunetto. “Some Remarks on the Evaluation of Loading-Rate Effectson the Shear Strength of Rock Joints,” in Safety and Environmental Issues in Rock Engineering(Proceedings of EUROCK ’93, Lisbon, Portugal, June 1993), Vol. 1, pp. 23-29. L. Sousa et al.,eds. Rotterdam: A. A. Balkema (1993).

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).

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Barla, G., et al. “Validation of a Distinct Element Model for Toppling Rock Slopes,” in Proceedingsof the Eighth International Congress on Rock Mechanics (Tokyo, Japan, September 1995), Vol.I, pp. 417-421. T. Fujii, ed. Rotterdam: A. A. Balkema (1995).

Barla, G., M. Barla and L. Repetto. “Continuum and Discontinuum Modelling for Design Analysisof Tunnels,” in Proceedings of the 9th ISRM Congress on Rock Mechanics (Paris, France, 1999),Vol. 1, pp. 163-168. Rotterdam: A. A. Balkema (1999).

Barla, G., M. Bonini and G. Cammarata. “Stress and Seepage Analyses for a Gravity Dam ona Jointed Granatic Rock Mass,” in Numerical Modeling of Discrete Materials in GeotechnicalEngineering, Civil Engineering & Earth Sciences (1st International UDEC/3DEC Symposium,Bochum, Germany, September 2004), pp. 263-268. H. Konietzky, ed. Leiden: Balkema (2004).

Barla, G., M. Borri-Brunetto and G. Gerbaudo. “Physical and Mathematical Modelling of a JointedRock Mass for the Study of Block Toppling,” in Proceedings of the ISRM Regional Conference onFractured and Jointed Rock Masses (Lake Tahoe, California, June 1992), Vol. 3, pp. 616-623.Berkeley, California: Lawrence Berkeley Laboratory (1992).

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, M., M. Camusso and S. Aiassa. “Analysis of Jacking Forces during Microtunnelling inLimestone,” Tunn. Undergr. Sp. Tech., 21, 668-683 (2006).

Barnett, W. P., and L. Lorig. “A Model for Stress-Controlled Pipe Growth,” J. Volcanol. Goeth.Res., 159, 108-125 (2006).

Baroudi, H., et al. “Modelling of Underground Cavity Storage and Consideration of Rock MassDiscontinuities,” in Proceedings of the 7th International Congress on Rock Mechanics (Aachen,Germany, September 1991), Vol. 2, pp. 1073-1081. Rotterdam: A. A. Balkema (1991).

Barton, N. “Differential Weathering and Adverse Discontinuities Were the Apparent Causes of aTragic Metro Accident in Brazil,” in CD Proceedings of the International Conference on RockJoints and Jointed Rock Masses (Tucson, Arizona, January 2009), paper 1096. P. H. S. W.Kulatilake, ed. Tuscon: Kulatilake & Associates (2009).

Barton, N. “The Influence of Joint Properties in Modelling Jointed Rock Masses,” in Proceedingsof the Eighth International Congress on Rock Mechanics (Tokyo, Japan, September 1995), Vol.III, pp. 1023-1032. T. Fujii, ed. Rotterdam: A. A. Balkema (1995).

Barton, N. “Modelling Jointed Rock Behavior and Tunnel Performance,” World Tunnelling, 4(7),414-416 (November 1991).

Barton, N., et al. “Estimation of Joint Deformations, Potential Leakage and Lining Stresses for aPlanned Urban Road Tunnel,” in Large Rock Caverns (Proceedings of the Conference on LargeRock Caverns, Helsinki, Finland, 1986), pp. 1171-1182. Oxford: Pergamon Press (1985).

Barton, N., et al. “Methods for Selecting Support in Sub-Sea Rock Tunnels,” in Proceedings ofthe International Symposium on Strait Crossings (Stavanger, Norway, October 1986), Vol. 2, pp.715-731. Trondheim, Norway: Tapir (1986).

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BIBLIOGRAPHY 6 - 5

Barton, N., et al. “Modelling Rock Mass Conductivity Changes in Disturbed Zones,” in RockMechanics: Proceedings of the 28th U.S. Symposium (Tucson, Arizona, June-July 1987), pp.563-574. Rotterdam: A. A. Balkema (1987).

Barton, N., et al. “Norwegian Olympic Ice Hockey Cavern of 60 m Span,” in Proceedings of the7th International Congress on Rock Mechanics (Aachen, Germany, September 1991), Vol. 2,pp. 1073-1081. Rotterdam: A. A. Balkema (1991).

Barton, N., et al. “Numerical Analyses and Laboratory Tests to Investigate the Ekofisk Subsidence,”Fjellsprengningsteknikk Bergmekanikk/Geoteknikk, 21.1-21.23 (1985).

Barton, N., et al. “Radioactive Waste Repository Design Using Q and UDEC-BB,” in Proceedings ofthe ISRM Regional Conference on Fractured and Jointed Rock Masses (Lake Tahoe, California,June 1992), Vol. 3, pp. 735-742. Berkeley, California: Lawrence Berkeley Laboratory (1992).

Barton, N., et al. “Rock Mechanics Design for High Pressure Gas Storage in Shallow LinedCaverns,” in Storage of Gases in Rock Caverns, pp. 159-176. Rotterdam: A. A. Balkema (1989).

BC Hydro Engineering. “Columbia River – Revelstoke Project: Checkerboard Creek Rock SlopeDeficiency Investigation, Summary of Information for Advisory Board Meeting No. 4 (30-31 May2005),” Report for Generation Dam Safety, No. E361 (2005).

Bechtel SAIC Company LLC. Drift Degradation Analysis, ANL-EBS-MD-000027, Rev. 03,prepared for U.S. Department of Energy, contract no. DE-AC28-01RW12101 (2004).

Beer, G., et al. “Geotechnical Data Acquisition, Numerical Simulation and Visualization on Site,”in Proceedings of the 9th ISRM Congress on Rock Mechanics (Paris, France, 1999), Vol. 2, pp.1333-1338. 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).

Bhasin, R., et al. “Insights into the Deformation Mechanisms of a Jointed Rock Slope Subjected toDynamic Loading,” in special issue of Int. J. Rock Mech. Min. Sci., 41(3), paper no. 2B 21 (April).Proceedings of the ISRM SINOROCK2004 Symposium (Three Gorges Project Site, China, May2004). J. A. Hudson and X.-T. Feng, eds. (2004).

Bhasin, R., and K. Høeg. “Parametric Study for a Large Cavern in Jointed Rock Using a DistinctElement Model (UDEC-BB),” Int. J. Rock Mech. Min. Sci., 35(1), 17-29 (1998).

Bhasin, R. K., et al. “Comparison of Predicted and Measured Performance of a Large Cavern inthe Himalayas,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 33(6), 607-626 (1996).

Billstein, M., et al. “Midskog Gets Physical... and Numerical,” IWP&DC, 55(12), 22-26 (December2003).

Blum, P., et al. “Performance Assessment of a Nuclear Waste Repository: Upscaling CoupledHydro-Mechanical Properties for Far-Field Transport Analysis,” Int. J. Rock Mech. Min. Sci., 42,781-792 (2005).

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Board, M. Examination of the Use of Continuum versus Discontinuum Models for Design andPerformance Assessment for the Yucca Mountain Site. U.S. Nuclear Regulatory Commission,NUREG/CR-5426, August 1989.

Board, M. UDEC (Universal Distinct Element Code) Version ICG1.5, Vols. 1-3. U.S. NuclearRegulatory Commission, NUREG/CR-5429, September 1989.

Board, M., B. Damjanac and M. Pierce. “Development of a Methodology for Analysis of Instabilityin Room and Pillar Mines,” in Deep Mining 07 (Fourth International Seminar on Deep and HighStress Mining, Perth, Australia, November 2007), pp. 273-282. Y. Potvin, ed. Perth: AustralianCentre for Geomechanics (2007).

Board, M., et al. “Analysis of Ground Support Methods at the Kristineberg Mine in Sweden,” inRock Support in Mining and Underground Construction (Proceedings of the International Sym-posium, Sudbury, Ontario, Canada, June 1992), pp. 499-506. P. K. Kaiser and D. R. McCreath,eds. Rotterdam: A. A. Balkema (1992).

Board, M., et al. “Fluid Injection for Rockburst Control in Deep Mining,” in Rock Mechanics(Proceedings of the 33rd U.S. Symposium, Santa Fe, New Mexico, June 1992), pp. 111-120. J.R. Tillerson and W. R. Wawersik, eds. Rotterdam: A. A. Balkema (1992).

Bonakdar, A., and A. Mortazavi. “Implementation of Joint Roughness into Discontinuum Modelingof Jointed Rock Masses,” in CD Proceedings of the International Conference on Rock Joints andJointed Rock Masses (Tucson, Arizona, January 2009), paper 1018. P. H. S. W. Kulatilake, ed.Tuscon: Kulatilake & Associates (2009).

Borras, X., et al. “Los tuneles de Parpers de la autopista Mataro-Granollers, Ingeopress, No. 14,30-37 (Noviembre-Diciembre 1993).

Borri-Brunetto, M. “A Direct Variational Approach to Static Analysis of Discontinua,” in SecondEuropean Speciality Conference on Numerical Methods in Geotechnical Engineering (San-tander, Spain, September 1990), pp. 33-44.

Bosman, J. D., and D. A. Arnold. “Simulating the Mechanisms of Cave Mining,” in The Applicationof Numerical Modeling in Geotechnical Engineering, pp. 101-114. Pretoria: ISRM-SANG(1994).

Brady, B., and J. Lemos. “Dynamic Analysis of Surface Rock Structures,” in Proceedings of the2nd Italian Conference on Rock Mechanics and Rock Engineering, 1988.

Brady, B. H., et al. “Verification Studies on the UDEC Computational Model of Jointed Rock,” inMechanics of Jointed and Faulted Rock, pp. 551-558. Rotterdam: A. A. Balkema (1990).

Brady, B. H. G., M. L. Cramer and R. D. Hart. “Preliminary Analysis of a Loading Test on a LargeBasalt Block,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 22(5), 345-348 (1985).

Brechtel, C. E., G. R. Struble and B. Guenther. “The Evaluation of Cemented Rockfill Spans atthe Murray Mine,” in Rock Mechanics for Industry (Proceedings of the 37th U.S. Rock Mech.Symp., Vail, Colorado, June 1999), Vol. 1, pp. 481-487. Bernard Amadei et al., eds. Rotterdam:A. A. Balkema (1999).

UDEC Version 5.0

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Brox, D. R., and J. Levell. “Back Analysis and Stability Prediction of Highwall Steepening in WeakRock,” in Pacific Rocks 2000: Rock around the Rim (Proceedings of the 4th North AmericanRock Mechanics Symposium, Seattle, Washington, July-August 2000), pp. 523-530. J. Girard etal., eds. Rotterdam: A. A. Balkema (2000).

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).

By, T. L. “Norway’s Olympic Ice Hockey Cavern at Gjvik Predicted and Observed Performanceduring Construction,” in Proceedings of the International Workshop on Observational Methodof Construction of Large Underground Caverns in Difficult Ground Conditions, (8th ISRMInternational Congress on Rock Mechanics, Tokyo, Japan, September 1995), pp. 47-64. S.Sakurai, ed.

Cai, J. G., and J. Zhao. “Effects of Multiple Parallel Fractures on Apparent Attenuation of StressWaves in Rock Masses,” Int. J. Rock Mech. Min. Sci., 37, 661-682 (2000).

Cai, J. G., and J. Zhao. “A Study of UDEC Modeling on Effects of Nonlinear DeformationBehavior of a Fracture on P-Wave Attenuation,” in GeoEng 2000 (Proceedings of the InternationalConference on Geotechnical & Geological Engineering, Melbourne, Australia, November 2000).Lancaster, Pennsylvania: Technomic Publishing (2000).

Cai, J. G., J. Zhao and X. B. Zhao. “Prediction of P-Wave Transmission across a Rock Fracturewith a Dynamic Normal Behavior,” in Technology Roadmap for Rock Mechanics (Proceedingsof the 10th Congress of the ISRM, Johannesburg, South Africa, September 2003), Vol. 1, pp.167-173. Johannesburg: SAIMM (2003).

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Calderón, A. R., and A. D. Tapia. “Slope-Steepening Decision Using Quantified Risk Assessment:The Chuquicamata Case,” 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.06-1145. D. P. Yale et al., eds. ARMA (2006).

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Calvetti, F., and C. di Prisco. “Frabic Evolution of Granular Materials: A Numerical Approach,”in Proceedings of the First Forum of Young European Researchers (Liège, Belgium, July 1993),pp. 115-120. Liège: University of Liège (1993).

UDEC Version 5.0


Camac, B. A., S. P. Hunt and W. R. Bailey. “Distinct Element Stress Modelling for Top SealAppraisal in the Pyrenees-Macedon Oil and Gas Fields, Exmouth Sub-basin Northwest Shelf,” inAlaska Rocks 2005 – Rock Mechanics for Energy, Mineral and Infrastructure Development inthe Northern Regions (University of Alaska-Anchorage, June 2005), paper no. ARMA/USRMS05-706. G. Chen et al., eds. ARMA, University of Alaska-Fairbanks (2005).

Cappa, F., et al. “Hydromechanical Interactions in a Fractured Carbonate Reservoir Inferred fromHydraulic and Mechanical Measurements,” Int. J. Rock Mech. Min. Sci., 42, 287-306 (2005).

Cappa, F., et al. “Hydromechanical Modelling of Pulse Tests That Measure Fluid Pressure andFracture Normal Displacement at the Coaraze Laboratory Site, France,” Int. J. Rock Mech. Min.Sci., 43, 1062-1082 (2006).

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Carvalho, J. L., T. G. Carter and M. S. Diederichs. “An Approach for Prediction of Strength andPost Yield Behaviour for Rock Masses of Low Intact Strength,” in Rock Mechanics: MeetingSociety’s Challenges and Demands (1st Canada-U.S. Rock Mechanics Symposium, Vancouver,Canada, May 2007), Vol. 1: Fundamentals, New Technologies & New Ideas, pp. 277-285. E.Eberhardt et al., eds. London: Taylor & Francis Group (2007).

Carvalho, J. L., D. T. Kennard and L. Lorig. “Numerical Analysis of the East Wall of ToquepalaMine, Southern Andes of Peru,” in EUROCK 2002 (Proceedings of the ISRM International Sym-posium on Rock Engineering for Mountainous Regions, Medeira, Portugal, November 2002),pp. 615-625. C. Dinas da Gama and L. Ribeiro e Sousa, eds. Lisbon: Sociedade Portuguesa deGeotecnica (2002).

Chan, T., et al. “International Comparison of Coupled Thermo-Hydro-Mechanical Models of aMultiple-Fracture Bench Mark Problem: DECOVALEX Phase I, Bench Mark Test 2,” Int. J. RockMech. Min. Sci. & Geomech. Abstr., 32(5), 435-452 (1995).

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).

Chen, R. “Analyses of Drift Stability and Rockfall Due to Earthquake Ground Motion at YuccaMountain, Nevada,” in Rock Mechanics for Industry (Proceedings of the 37th U.S. Rock Mech.Symp., Vail, Colorado, June 1999), Vol. 2, pp. 759-766. Bernard Amadei et al., eds. Rotterdam:A. A. Balkema (1999).

Chen, R. Drift Stability and Ground Support Performance Under Thermal and Dynamic Loadin Fractured Rock Mass at Yucca Mountain, Nevada. Center for Nuclear Waste RegulatoryAnalyses, San Antonio, Texas, Report for Nuclear Regulatory Commission, Contract NRC-02-97-009, CNWRA 2000-04 (2000).

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Chen, R., and L. J. Lorig. “Numerical Modeling of the Effects of Fault Slip on Fluid Flow aroundExtensional Faults: Discussion,” J. Struct. Geol., 19(11), 1423-1426 (1997).

Chen, R., G. I. Ofoegbu and S. Hsiung. “Modeling Drift Stability in Fracture Rock Mass atYucca Mountain, Nevada – Discontinuum Approach,” in Pacific Rocks 2000: Rock around theRim (Proceedings of the 4th North American Rock Mechanics Symposium, Seattle, Washington,July-August 2000), pp. 945-952. J. Girard et al., eds. Rotterdam: A. A. Balkema (2000).

Chen, S. G., et al. “3DEC Modeling of a Small-Scale Field Explosion Test,” in Pacific Rocks 2000:Rock around the Rim (Proceedings of the 4th North American Rock Mechanics Symposium,Seattle, Washington, July-August 2000), pp. 571-576. J. Girard et al., eds. Rotterdam: A. A.Balkema (2000).

Chen, S. G., et al. “Discrete Element Modelling of an Explosion Test in Granite,” in GeoEng2000 (Proceedings of the International Conference on Geotechnical & Geological Engineering,Melbourne, Australia, November 2000). Lancaster, Pennsylvania: Technomic Publishing (2000).

Chen, S. G., et al. “A New Model of Joint Shear Strength under Dynamic Loads in Heavily FracturedRock Mass,” in Pacific Rocks 2000: Rock around the Rim (Proceedings of the 4th North AmericanRock Mechanics Symposium, Seattle, Washington, July-August 2000), pp. 755-760. J. Girard etal., eds. Rotterdam: A. A. Balkema (2000).

Chen, S. G., and J. Zhao. “Technical Note: A Study of UDEC Modelling for Blast Wave Propagationin Jointed Rock Masses,” Int. J. Rock Mech. Min. Sci., 35(1), 93-99 (1998).

Chen, X., C. P. Tan and C. Detournay. “The Impact of Mud Infiltration on Wellbore Stability inFractured Rock Masses,” presented at the SPE/ISRM Rock Mechanics Conference, Irvine, Texas,October 2002, SPE/ISRM 78241.

Chen, X., C. P. Tan and C. Detournay. “A Study on Wellbore Stability in Fractured Rock Masseswith Impact of Mud Infiltration,” J. Pet. Sci. & Tech., 38, 145-154 (2002).

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: Balkema (2001).

Chiriotti, E., et al. “Methodology for Characterizing Very Large Rock Masses: An IllustrativeExample,” in Rock Mechanics for Industry (Proceedings of the 37th U.S. Rock Mech. Symp.,Vail, Colorado, June 1999), Vol. 1, pp. 263-270. Bernard Amadei et al., eds. Rotterdam: A. A.Balkema (1999).

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