misty echo tunnel dynamics experiment-- data report/67531/metadc621050/...division g325 and jose...

SANDIA REPORTSAND89--0972/2 • UC-814.Unlimited Release

Printed April 1992

Yucca Mountain Site Characterization Project

Misty Echo Tunnel DynamicsExperiment-- Data ReportVolume 2: Appendices

J. S. Phillips, B. A. Luke, J. W. Long, J. G. Lee

Prepared bySandia National LaboratoriesAlbuquerque, New Mexico 87185 and Livermore, California g4550for the United States Department of Energyunder Contract DE-ACO4-76DPOO789

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"Prepared by Yucca Mountain Site Characterization Project (YMSCP) par-ticipants as part of the Civilian Radioactive Waste Management Program(CRWM), The YMSCP is managed by the Yucca Mc)untain Project Office ofthe U,S. Department of Energy, DOE Field Office, Nevada (DOE/NV).YMSCP work is sponsored by the Office of Geologic Repositories (OGR) ofthe DOE Office of Civilian Radioactive Waste Management (OCRWM)."

Issued by Sandia National Laboratories, operated for the United StatesDepartment of Energy by Sandia Corporation.

NOTICE: This report was prepared as an account of work sponsored by anagency oi' the United States Government. Neither the United States Govern-ment nor any agency thereof, nor any of their employees, nor any of theircontractors, subcontractors, or their employees, makes any warranty, expressor implied, or assumes any legal liability or responsibility for the accuracy,completeness, or usefulness of any information, apparatus, product, orprocess disclosed, or represents that. its use would not infringe privatelyowned rights. Reference herein to any specific commercial product, process, orservice by trade name, trademark, manufacturer, or otherwise, does notnecessarily constitute or imply its endorsement, recommendation, or favoringby the United States Government, any agency thereof or any of theircontractors or subcontractors. The views and opinions expressed herein donot necessarily staL.e or reflect those of the United States Government, anyagency thereof or any of their contractors.

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SAND--89-0972/2

SAND89-0972 DE92 012615Unl imited ReleasePrinted April 1992

, MISTY ECHO TUNNEL DYNAMICS EXPERIMENT

DATA REPORT

Volume 2' Appendices

J. S. Phillips*, B. A. Luke, J. W Long, J. O. Lee

*Special Projects Division, 9514Sandia National Laboratories

Albuquerque, NM 87185

ABSTRACT

Tunnel damage resulting from seismic loading is an important issue for theYucca Mountain nuclear waste repository. The tunnel dynamics experiment wasdesigned to obtain and document ground motions, permanent displacements,observable changes in fracbure pabberns, and visible damage at ground motionlevels of interest to the Yucca Mountain Project. Even though the maximumfree-field loading on this tunnel was 28 g, the damage observed was minor.Fielding details, data obtained, and supporti'lg documentation are reportedo

This work was conducted insupport, of t,he Yucca Mount,ain Project, at,_ualit,y Level I following procedures approved by t,he Sandia NationalLaborat,ories Nuclear Waste Repository Technology Department,. This workapplies t,o WBSelement, 1.2.4.1.2.

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ACKNOWLEDQEMENT

This experiment was a cooperative effort of many individuals andorganizations. Additional personnel involved in the fielding of the groundmotion experiment were C. D. Lucas of Sandia National Laboratories (SNL)Division g325 and Jose Loya of EG&G. The tunnel convergence measurements weremade by K. Mann, S. Luker, and B. Bellman, ali of Science ApplicationsInternational Corp. The borehole inspection work was performed with theassistance of A. M. Richardson of Parsons Brinckerhoff Quade _ Douglas, Inc.,and D. Charlton of EG&G. Photographs were taken by C. Serna and L. Arnold ofthe SNL Photo Lab. Much of the coordination work for fielding this effort washandled by R. W. Donohoe of SNL Division 9323.

All aspects of bhis experiment could not have succeeded without thepositive support of the Defense Nuclear Agency and the support contractors abthe Nevada Test SiDe. The work of ali invol;ed in this support was done in aprofessional and timely manner. The help of all involved, especially J.LaComb and D. Taunbon and his staff were greatly appreciated.

A special note of thanks goes to A. J. Chabai and R. C. Bass both of SNLDivision g311 and C. W. Smith of SNL Division 9312 for their valuable input inthe planning stages of the ground motion experiment.

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FOREWORD

The Yucca Mountain Site Characterizabion ProJect (YMP), which is managedby the Nevada Operations Office of the U. S. Deparbmenb of Energy, isexamining bhe feasibiliby of siting a reposibory for commercial high-levelnuclear washes ab Yucca Mountain, on and adjacent bo bhe Nevada Tesb Sibe(NTS). This work, inbended bo exbend our undersbanding of bhe behavior ofunderground openings subjected to seismic loading, was funded joinbly by theYMP and bhe Milibary Applicabions Weapons Tesb Program. This reporbsummarizes one aspec_ of _he Weapons Tesb Seismic Investigation projec_ bha_was conducted in FY 8g.

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Volume 1 CONTENTSL

Secbion Paa,e

1.0 Introduction 1

2,0 Experiment Description ..... 5

2.1 Location and General Description .......................... 5

2.2 Tunnel Configuration ....... 52.2,1 Construction Details ............................... .... 52.2.2 Material Properties Description ........................ 62,2.2.i Oeneral ............................................ 62,2,2.2 TDE Vicinity .,, 7

2.3 Experiment Configuration 72 3 1 Ground Motion 72 3 2 Surveys ............................................... 82 3 3 Tunnel Convergence .................................... 92 3 4 Borehole Inspection ................................... 102 3 5 Photography 102 3 6 High-Speed Photography ................................ 11

3.0 Presentation and Discussion of Data ......................... 117

3.1 Ground Motion Data ........................................ 117i

3.2 Surveys ........................ 1233.2.1 Permanent Displacements ............................... 1233.2,2 Cross Section Measurements ............................ 12,4

3.3 Tunnel Convergence 126z

3.4 Data Consistency .......................................... 126

3.5 Borehole Inspection ....................................... 127

3.6 Photography ............................................... 1283.6.1 Documentary Photography ............................... 128

= 3.6.2 High-Speed Photography ................................ 131

4.0 Summary, Conclusions, and Recommendations ................... 315

4.1 Summary ................................................... 3154.2 Conclusions ............................................... 3164.3 Recommendations ........................................... 317

5.0 References .................................................. 319

J 6.0 Distribution ................................................. 321

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Volume 1 FIGURES

Figure I-1 General Layout of Tunnels in the Vicinity of the MISTYECHO Working Point ..................................... 4

Figure 2-1 Tunnel Construction Details for the Primary TDE Location- Station 56+00 U12N South Extension Drift ............. 17

Figure 2-2 Overall View of TDE at Station 56+00 BeforeConstruction of Experiment ............................. 19

Figure 2-3 Left Rib of U12N South Extension Drift at Station56+00 .................................................. 2]

Figure 2-4 Tunnel Construction Details for the Secondary TDELocation - Station 2+84 U12n.22 Bypass Drift ........... 23

Figure 2-5 Overall View of U12n.22 Bypass Drift Near Station2+84 ................................................... 25

Figure 2-6 Stratigraphy in the Vicinity of MISTY ECHO ............ 27Figure 2-7. Tunnel Level Geologic Map of Southern N-Tunnel ......... 28Figure 2-8. Stratigraphy in the Immediate Vicinity of the TDE ...... 29Figure 2-9. Cross Section and Layout of the TDE Ground Motion

Experiment - Station 56,00 (Looking away from portal) .. 30Figure 2-10 Gage Mount Area on Right Rib, Lining Removed_ Mounting

Bolts in Place ......................................... 31Figure 2-11 Gage Mount Area on Left Rib, Lining Removed, Mounting

Bolts in Place ......................................... 33Figure 2-12 Gage Mount Area on Back, Lining Removed, Mounting Bolts

in Place ............................................... 35Figure 2-13 Gage Mount Area on Invert, Lining Removed, Mounting

Bolts in Place ......................................... 37Figure 2-14 Right Rib Gage Mount Area with Mounting Plate in

Piace .................................................. 39Figure 2-15 Left Rib Gage Mount Area with Mounting Plate in Place .. 41Figure 2-16. Back Gage Mount Area with Mounting Plate in Place ...... 43Figure 2-17. Invert Gage Mount Area with Mounting Plate in Place .... 45Figure 2-18. Gages for Station 3700-2, [.eft Rib - View of Transverse t

and Vertical Gages ..................................... 47Figure 2-19 Gages for Station 3700-2, Left Rib - View of Transverse

and Radial Gages ...................... ,................. 49Figure 2-20 Gages for Station 3700-2, Left Rib - View of Transverse,

Vertical, and Radial Gages ............................. 51Figure 2-21 Gages for Station 3700-4, Right Rib - View of

Transverse, Vertical, and Radial Gages ................. 53Figure 2-22 Gages for Station 3700-4, Right Rib - Vi_ew of Transverse

and Vertical Gages ............... ...... i, ............... 55Figure 2-23 Gages for Station 3700-4, Right Rib - View of Radial,

Transverse, and Vertical Gages ......... _............... 57Figure 2-24 Gages for Station 3700-5, Invert - View of Radial,

Transverce, and Vertical Gages and WaterproofCanister ................................ _.............. 59

Figure 2-25. Completed Mounting of Station 3700-4, Right Rib ........ 61Figure 2-26. Completed Mounting of Station 3700-2, Left Rib ......... 63Figure 2-27. Completed Mounting of Station 3700=1, Back ............. 65Figure 2-28. Completed Mounting of Station 3700-5, Invert i .......... 67Figure 2-29. Drillhole Used for Inst_,llation of the Free-Field

Measurements, Station 3700-3 ........................... 69

Volume 1 FIGURES (continued)

Figure

Figure 2-30 Gages for Station 3700-3, Free-field - View of Radial,Vertical, and Transverse Gages ........................ ..,. 71

Figure 2-31 Gages for Station 3700-3, Free-field - View of Gages andElectrical Connections Inside Canister .................. 73

Figure 2-32 Final Assembly of Gage Canister Used for Station 3700-3,Free-field .............. ' , ..... 75

Figure 2-33 Schematic of the Timing and Control. System Used for theTDE Ground Motion Data Acquisition ................... .. 77

Figure 2-34 Schematic of the TDE Data Acquisition System Stations3700-1, 3700-2 and 3700-3 78

Figure 2-35 Schematic of the TDE Data Acquisition System - Stations3700.-4 and 3700-5 ' 79

Figure 2-36 Front View of Equipment Rack Used to Record Ground,,

Motions in the TDE (Note shock, isolation mounting ofrack) .... , ............................ 81

Figure 2-37. Rear View Of the Equipment Rack Used to Record GroundMotions in the TDE ..................................... 83

Figure 2-38. Location of Survey Markers Used in the TDE ............. 85Figure 2-39. Cross Section at Station 56+18, U12N South Extension

Drift Showing Extensometer Anchor Holes and Boreholesfor Visual Inspection .................................. 86

Figure 2-40, Cross Section at Station 2+84, U12n.22 Bypass DriftShowing Extensometer Anchor Holes and Boreholes forVisual Inspection ...................................... 87

Figure 2-41. Invert Anchor lTE1, Station 56+18, Primary Location .... 89Figure 2-42. Back Anchor lTE2, Station 56+18, Primary Location . ..... 91Figure 2-43. Left Rib Anchors (lTE3 and lTE5) and Inspection Borehole

1BI, Station 56+18, Primary Location ................... 93Figure 2-44. Right Rib Anchors (lTE4 and lTE6) and Inspection

Borehole 1B2, Station 56+18, Primary Location .......... g5Figure 2-45. Invert Anchor 2TEl, Station 2+84, Secondary Location ... 97Figure 2-46. Back Anchor 2TE2, Station 2+84, _econdary Location ..... ggFigure 2-47. Left Rib Anchors (2TE3 and 2TE5) and Inspection Borehole

2Bl, Station 2+84, Secondary Location ..... ............. 101Figure 2-48 Right Rib Anchors (2TE4 and 2TE6) and Inspection

Borehole 2B2, Station 2+84, Secondary Location ......... 103Figure 2-4g Tape Extensometer Used for Tunnel Convergence

Measurements ........................................... 105Figure 2-50 Side View of the Borehole Scanner Used in the TDE

(Numbers correspond to items listed in Table 2-5) ...... 107Figure 2-51 End View of the Borehole Scanner Used in the TDE

(Numbers correspond to items listed in Table 2-5) ....... 109Figure 2-52 Front View of Borehole Video System Console (Numbers

correspond to items listed in Table 2-4) ............. 111Figure 2-53 Rear View of Borehole Video System Console (Numbers

correspond to items listed in Table 2-4) ............... 113Figure 2-54 Elevation view of the High-speed Camera Experiment ...... 117Figure 3-1. Radial Acceleration and Velocity Data from Station

3700-2 using 7.5% Discriminators - MISTY ECHO .......... 140Figure 3-2. Radial Acceleration and Velocity Data from Station

3700-3 using 7.5% Discriminators - MISTY ECHO .......... 141Figure 3-3. Radial Acceleration and Velocity Data from Station

3700-2 using 15_ Discr'iminators - MISTY ECHO .... ........ 142

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Volume 1 FIQURES (continued)

Figure 3-4. Radial Acceleratlon and Velocity Data from Station3700-3 using 15_ Discriminators - MISTY ECHO .. .... ..... 143

Figure 3-5. Radial Acceleration and Velocity Data from Station3700-1 using 7.5% Discriminators - MISTY ECHO .......... 144

Figure 3-6. Radial Acceleration and Velocity'Data from Station3700-1 using 15_ Discriminators - MISTY ECHO ........... 145

Figure 3-7. Vertical Acceleration and Velocity Data from Station3700-1 using 7.5_ Discriminators - MISTY ECHO ... ..... ;. 146

Figure 3-8. Vertical Acceleration and Velocity Data from Station3700-1 using 15% Discriminators - MISTY ECHO ........ ... 147

Figure 3-9. Transverse Acceleration and Velocity Data from Station3700-1 using 7.5_ Discriminators - MISTY ECHO .......... 148

Figure 3-10 Transverse Acceleration and Velocity Data from Station3700'1 using 7.5_ Discriminators - MISTY ECHO .......... 149

Figure 3-11 Ratio of Signal-to-Noise versus Frequency for the RawData, Station 3700-1 - Vertical Motion ................. 150

Figure 3-12 Ratio of Signal-to-Noise versus Frequency for the RawData, Station 3700-1 -- Radial Motion ...... ; ............ 151

Figure 3-13 Ratio of Signal-to-Noise versus Frequency for the RawData, Station 3700-1 - Transverse Motion ....... ......... 152

Figure 3-14 Ratio of Signal-to-Noise versus Frequency for the RawData, Station 3700-2 - Vertical Motion ............ ..... 153

Figure 3-15 Ratio of Signal-to-Noise versus Frequency for the RawData, Station 3700-2 - Radial Motion , ....... ........... 154

' Figure 3-16 Ratio of Signa -to-Noise versus Frequency for the RawData, Station 3700.-2 - Transverse Motion ........... .... 155

Figure 3-17 Ratio of Signa -to-Noise versus Frequency for the RawData, Station 3700-3 - Vertical Motion ................. 156

Figure 3-18'. Ratio of Signa -to-Noise versus Frequency for the RawData, Station 3700-3 - Radial Motion ................... 157

Figure 3-19 Ratio of Signa -to-Noise versus Frequency for the RawData, Station 3700-3 - Transverse Motion ............... 158


Figure 3-21 Ratio of Signa -to-Noise versus Frequency for the RawData, Station 3700.-4 - Radial Motion ..., ............... 160



Figure 3-24 Ratio of Signa -to-Noise versus Frequency for the RawData, Station 3700-5 - Radial Motion ................... 163


Figure 3-26 Comparison of Vertical Free-field and Tunnel WallAccelerations .......................................... 165

Figure 3-27 Comparison of Vertical Free-Field and Tunnel WallVelocities ............................................. 166

' Figure 3-28 Comparison of Vertical Free-Field and Tunnel WallDisplacements .......................................... 167

Figure 3-29 Comparison of Radial Free-Field and Tunnel WallAccelerations .......................................... 168

Figure 3-30 Comparison of Radial Free-Field and Tunnel WallVelocities ............................................. 169

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Volume 1FIQURES (continued)

F igure

Figure 3-31 Comparison of Radial Free-Field and Tunnel WallDisplacements .......................................... 170

Figure 3-32 Comparison of Transverse Free-Field and Tunnel WallAccelerations .......................................... 171

Figure 3-33 Comparison of Transverse Free-Field and Tunnel WallVelocities ................................. ; ........... 172

Figure 3-34 Comparison of Transverse Free-Field and Tunnel WallDisplacements ........................................... I73

Figure 3-35 Ratios of Tunnel Wall/Free-Field PSRVs for VerticalMotions ................................. , .............. 174

Figure 3-36 Ratios of Tunnel Wall/Free-Field PSRVs for RadialMotions ..... , ...................................... .... 175

Figure 3-37. Ratios of Tunnel Wall/Free-Field PSRVs for TransverseMotions ................................................. 176

Figure 3-38 Three-Dimensional Hodograph for the Initial 2 s ofMotion - Free-Field Measurement (Note: Each squarerepresents a change in time of 0.1 s) .................. 177

Figure 3-39 Three-Dimensional Hodograpn for the Initial 2 s ofMotion - Left Rib Measurement (Note: Each squarerepresents a change in time of 0.1 s) .................. 178

Figure 3-40 Three-Dimensional Hodograph for the Initial 2 s ofMotion - Right Rib Measurement (Note: Each squarerepresents a change in time of 0.1 s) .................. 179

Figure 3-41 Three-Dimensional Hodograph for the Initial 2 s ofMotion - Tunnel Back Measurement (Note: Each squarerepresents a change in time of 0.1 s) ........... ....... 180

Figure 3-42 Three-Dimenslonal Hodograph for the Initial 2 s ofMotion - Tunnel Invert Measurement (Note: Each squarerepresents a change in time of 0.1 s) .................. 181

Figure 3-43 Outward Displacements of Survey Markers on:the Ribs .... 182Figure 3-44. Lateral Displacements of Survey Markers on the Ribs .... 183Figure 3-45. Ver'tical Displacement of Survey Markers on the Ribs .... 184Figure 3-46. Vector Displacement of Survey Markers on the Ribs ...... 185Figure 3-47. Convergence Measurements Made at the Primary I.ocation,

Station 56+18 .......................................... 186Figure 3-48. Convergence Measurements Made at the Secondary Location,

U12n.22 Bypass, Station 2+84 ........................... 187Figure 3-49. Pre-Shot Convergence Measurements Made at the Primary

Location, Station 56+18 ........................ ........ 188Figure 3-50. Pre-Shot Convergence Measurements Made at the Secondary

Location, U12n.22 Bypass, Station 2+84 ................. 189Figure 3-51. Post-Shot Convergence Measurements Made at the Primary

Location, Station 56+18 ................................ 190Figure 3-52. Comparison of Permanent Displacements of Gage-Mounting

Bolts and Residual Displacements Taken from QroundMotion Time Histories .................................. 191

Figure 3-53. Comparison of Permanent Displacements of Qage-MountingBolts and Tunnel Convergence Measurements .............. 192

Figure 3-54. Results of Pre-Shot Borehole Inspections ............... 193F igure 3-55. Resu Its of Post-Shot Boreho le Inspections . ............. 194Figure 3-56. Layout of Documentary Photography at the Primary Tunnel

Section of the TDE, Left Rib ........................... 195Figure 3-57. Layout of Documentary Photography at the Primary Tunnel

Section of the TDE, Right Rib .......................... 196

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Volume 1 FIOURES (continued)h

Figure Pp_qe

Figure 3-58 Overall View of the TDE Taken at Station 56+20 - Pre-Test ................................................... 197

Figure 3-59 Overall View of the TDE Taken at Station 56+20 - Post-Test ...... ............................................... 199

Figure 3-60 Overall View of the TDE Taken at Station 55+80 - Pre-Test ................................................... 201

Figure 3-61 Overall View of the TDE Taken at Station 55+80 - Post-Test ........ _.......................................... 203

Figure 3-62 Right Rib, Invert-to-Spring Line from 55+80 to "55,90 -Pre-Test ............................................... 205

Figure 3-63 Right Rib, Spring Line-to-Vent Line from 55+80 to ~55+90- Pre-Test ............................................. 207

F!gure 3-64 Tunnel Back, Right Rib Side of Vent Line from 55+80 to"55+90 - Pre-Test ...................................... 209

Figure 3-65 Left Rib, ,Spring Line-to-Vent Line from 55+80 to "55+g0- Pre-Test ............................................. 211

Figure 3-66 Left Rib, Invert-to-Spring Line from 55+80 to "55+90-Pre-Test ............................................... 213

Figure 3-67 Right Rib, Invert-to-Spring Line from 55+80 to ~55+90 -Post-Test ............................................... 215

Figure 3-68 Right Rib, Spring Line-to-Vent Line from 5,5+80 to "55+90- Post-Test ....... ..................................... 217

Figure 3-69 Tunnel Back, Right Rib Side of Vent Line from 55+80 to"55+90 - Post-Test ..................................... 219

Figure 3-70 Left Rib, Spring Line-to-Vent Line from 55+80 to "55+90- Post-Test ............................................ 221

Figure 3-71 Tunnel Back - Left Rib Side of Vent Line from 55+80 to-55+90 - Post-Test ..................................... 223

Figure 3-72 Left Rib, Invert-to-Spring Line from 55+80 to "55+90 -Post-Test .............................................. 225

Figure 3-73 Right Rib, Invert-to-Spring Line from 55+90 to "56+00 -Pre-Test ..................................... ".......... 227

Figure 3-74 Right Rib, Spring Line-to-Vent Line from 55+90 to "56+00- Pre-Test ................. ............................ 229

Figure 3-75 Tunnel Back, Right Rib Side of Vent Line from 55,90 to"56+00 - Pre-Test ...................................... 231

Figure 3-76 Left Rib, Spring Line-to-Vent Line from 55+90 to "56+00- Pre-Test ............................................. 233

Figure 3-77 Left Rib, Invert-to-Spring Line from 55+90 to "56+00 -Pre-Test ................................................ 235

, Figure 3-78 Right Rib, Invert-to-Spring Line from 55+90 to "56+00 -Post-Test ............................................... 237

Figure 3-79 Right Rib_ Spring Line-to-Vent Line from 55+90 to -56+00- Post-Test ............................................ 239

Figure 3-80 "Tunnel Back, Right Rib Side of Vent Line from 55+90 to"56+00 - Post-Test ..................................... 241

Figure 3-81 Left Rib, Spring Line-to-Vent Line from 55+90 to "'56+00- Post-Test ............................................ 243

Figure 3-82 Tunnel Back - Left Rib Side of Vent Line from 55+90 to"56+00 - Post-Test ..................................... 245

Figure 3-83 Left Rib, Invert-to-Spring Line from 55+90 to ~56+00 -Post-Test .............................................. 247

Figure 3-84 Close-up of Damage to Left Rib from 55+90 to "56+00 -Post-Test .............................................. 249

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Figure

Figure 3-85 Right Rib, Invert-to-Sprlng Line from 56+00 to "56+10 -Pre-Test ............................................... 251

Figure 3-86 Right Rib, Spring Line-to-Vent Line from 56+00 to "56+10- Pre-Test ........................... ................... 253

Figure 3-87 Tunnel Back, Right Rib Side of Vent Line from 56+00 to"56+10 - Pre-Test ...................................... 255

Figure 3-88 LeftRib, Spring Line-to-Vent Line from 56+00 to "56+10- Pre-Test ............................................. 257

Figure 3-89 Left Rib, Invert-to-Spring Line from 56+00 to "56+10 -Pre-Test ............................................... 259

Figure 3-90 Right Rib, Invert-to-Spring Line from 56+00 to "56+10 -Post-Test .............................................. 261

Figure 3-91 Right Rib, Spring Line-to-Vent Line from 564.00 to "56+10- Post-Test ............................................ 263

Figure 3-92 Tunnel Back, Right Rib Side of Vent Line from 56+00 to"56+10 -. Post-Test ..................................... 265

Figure 3-93 Left Rib, Spring Line-to-Vent Line from 56+00 to "56+10- Post-Test ...................................... ..... . 267

Figure 3-94 Tunnel Back, Left Rib Side of Vent Line from 56+00 to, "56+10 - Post-Test ..................................... 269

Figure 3-95 Left Rib. Invert-bo-Spring Line from 56+00 t_ "56+10 -Post-Test ....................... ...................... 271

Figure 3-96 Close-up of Damage to Left Rib from 56+00 to -56+10 -Post-Test .............................................. 273

Figure 3-97 Right Rib, Invert-to-Spring Line from 56+10 to "56+20 -Pre-Test ........................................ ....... 275

Figure 3-98 Right Rib, Spring Line-to-Vent Line from 56+10 to "56+20- Pre-Test ............................................. 277

Figure 3-99 Tunnel Back, Right Rib Side of Vent Line from 56+10 to-56+20 - Pre-Test ...................................... 279

Figure 3-100 Left Rib, Spring Line-to-Vent Line from 56+10 te "56+20- Pre-Test ............................................. 281

Figure 3-101 Left Rib, Invert-to-Spring Line from 56+10 to "56+20 -Pre-Test ............................................... 283

Figure 3-102 Right Rib, Invert-to-Spring Line from 56+10 to "56+20 -Post-Test .............................................. 285

Figure 3-103 Right Rib, S"-ing Line-to-Vent Line from 56+10 to -56+20- Post-Test ............................................ 287

Figure 3-104 Tunnel Back, Right Rib Side of Vent Line from 56+10 to"56+20 - Post-Test ..................................... 289

Figure 3-105 Left Rib, Spring Line-to-Vent Line from 56+10 to -56+20- Post-Test ............................................ 291

Figure 3-106 Tunnel Back, Left Rib Side of Vent Line from 56+10 to"56+20 - Post-Test ..................................... 293

Figure 3-107 Left Rib, Invert-to-Spring Line from 56+10 to "56+20 -Post-Test .............................................. 295

Figure 3-108 Close-up of Damage to Left Rib from 56+10 to "56+20 -Post-Test ............................................. 297

=

Figure 3-109 Rock Fragments that Spalled into Borehole 1B1 During theExplosion .............................................. 299

Figure 3-110 Overall View of the Secondary Location of the TDE, Looking Toward the Portal - Pre-Test ................... 301

Figure 3-111 Overall View of the Secondary Location of the TDELooking Away form the Portal - Post-Test ............... 303

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_,,

Volume 1 FIGURES (concluded)

FiguEe Pa_Eg_

Figure 3-112. Stress Relief Fracture Near Secondary Location - Pre-Test ............................ . ...................... 305

Figure 3-113. Stress Relief Fracture Near Secondary Location - Post-Test ................................................... 307

Figure 3-114. Comparison of Radial Displacement Digitized from theHigh-speed Photography and the Radial DisplacementDerived from the Acceleration Measured at Station3700-2 ................................................. 309

Figure 3-115. Comparison of Radial Velocity Derived form the High-speed Photography and the Radial Velocity Derived fromthe Acceleration Measured at Station 3700--2 ............ 310

Figure 3-116. Still Photograph of the Left Rib at Time of Detonation(Taken from the high-s_eed photography experiment) ..... 311

Figure 3-117, Still Photograph of the Left Rib 350 ms After Detonation('Taken from the high-speed photography experiment) ..... 313

Figure 4-1, Comparison of PSRV Response Spectra Calculated forD_sign Basis Earthquake G_'ound Motions (Blumej 1985) andFree-field Ground Motions Measured in the TDE .......... 318

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Volume 1 TABLES

Table

Table 2-1. Description of Stratigraphic Units Present in theVicinity of MISTY ECHO ............................ 12

Table 2-2. Media Properties in the Vicinity of the TDE ........ 13Table 2-3. MISTY ECHOTDE Ground Motion Equipment Inventory

List ............................................... 14Table 2-4. Boruhole Video System Equipment Invenbory List ..... 15Table 2-5. Borehole Scanner Parts List ........................ 16Table 3-1. Low Pass Filber Cutoff Frequencies Used in

Processing MISTY ECHOGround Motion Data ........... 133Table 3-2. Arrival Times and Peak Amplitudes Determined from

the TDE Ground Motion Data ......................... 134"Fable 3-3. Ratio of Tunnel Wall Motion to Free--FielfJ Motions .. 135Table 3-4. Permanent Displacements of Rock Bolts U_ed as Survey

Markers 136Table 3-5 Permanent Displacements of Gage Mounting Bolts ..... 137Table 3-6. Tunnel Convergence Calculated from Relabive Motion

of Cage Moun_s ..................................... 138_

Table 3-7. Tunnel Convergence Calculated 'from Relative Motionof Rock Bolts Used as Survey _rkers ............... 139

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' Volume 2 CONTENTS

APPENDIX A: Ground Motion Data .................................. A-1

APPENDIX B' Ground Motion Data Processing Techniques ............. B-1

APPENDIX C: Tunnel Convergence Experiment Tape ExtensometerCalibrations and Daba . ........... C-1

APPENDIX D: Information from, and Candidate Information for, theSite and Engineering Property Data Base and theReference Information Base ........................... D-1

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Voiume 2 FIQURES

Eigure

Figure A-1 Final Acceleration, Velocity and Disp acement TimeHistories for Station 3700-1, Tunnel Back, VerticalMotion, los Time Scale .... _............................. A-3

Figure A-2 Final Acceleration, Velocity and Disp acement TimeHistories for Station 3700--1, Tunnel Back, VerticalMotion, 2s Time Scale ................................... A-4

Figure A-3 Final Acceleration, Velocity and Oisp acement TimeHistories for Station 3700-1_ Tunnel Back, RadialMotion, los Time Scale .................................. A-5

Figure A-4 Final Acceleration, Velocity and Disp acement "TimeHistories for Station 3700-1, Tunnel Back, RadialMotion, 2s Time Scale ................... ................ . A-6

Figure A-5 Final Acceleration, Velocity and Disp acement TimeHistories for Station 3700-1, Tunnel Back, TransverseMo_ion, lOs Time Scale .................................. A-7

Figure A-6 Final Acceleration, Velocity and Disp acement TimeHistories for S_ation 3700-1, Tunnel Back, TransverseMotion, 2s Time Scale A-8

Figure A-7. Final Acceleration, Velocity and Disp acement TimeHistories for Station 3700-2, Left Rib, Vertical Motion,lOs Time Scale .......................................... A-9

Figure A-8. Final Acceleration, Velocity and Disp acement TimeHistories for Station 3700-2, Left Rib, Vertical Motion,2s Time Scale A-lO

Figure A-9. Final Acceleration, Velocity and Disp acement TimeHistories for Station 3700-2, Left Rib, Radial Motion,IOs Time Scale .......................................... A-11

Figure A-lO Final Acre eration, Velocity and Disp acement TimeHistories for Station 3700-2, Left Rib, Radial Motion,2s Time Scale ........................................... A-12

Figure A-11 Final Acre er'ation, Velocity and Disp acement TimeHistories for Station 3700-2, Left Rib, TransverseMotion, lOs Time Scale .................................. A-13

Figure A-12 Final Acre eration, Velocity and Disp acement TimeHistories for Station 3700-2, Left Rib, TransverseMotion, 2s Time Scale ................................... A-14

Figure A-13 Final Acce eration, Velocity and Disp acement TimeHistories for Station 3700-3, Free-field, VerticalMotion, lOs Time Scale .................................. A-15

Figure A-14 Final Acce eration, Velocity and bisp acement TimeHistories for Station 3700-3, Free-field, VerticalMotion, 2s Time Scale ................................... A-16

Figure A-15 Final Acceleration, Velocity and bisp acement TimeHistories for Station 3700-3, Free-field, Radial Motion,lOs Time Scale .......................................... A-17

Figure A-16 Final Acce eration, Velocity and Disp acement TimeHistories for Station 3700-3, Free-field, Radial Motion,2s Time Scale ........................................... A-18

-XV-

,_ , , ,, ,, _


Figure P._Eag?

Figure A-17. Final Acceleration), Velocity and Displacement TimeHistories for Station 3700-3, Free-field, TransverseMotion, lOs Time Scale .................................. A-19

Figure A-18. Final Acceleration, Velocity and Displacement Time'Histories for Station 3700-3, Free-field, TransverseMotion, 2s Time Scale ................................... A-20 .

Figure A-19. Final Acceleration, Velocity and Displacement "TimeHistories for Station 3700-4, Right Rib, VerticalMotion, lOs Time Scale ........ .... ... A-21

Figure A-20. Final Acre eration, Ve ocity and Displacement TimeHistories for Station 3700-4, Right Rib, VerticalMotion, 2s Time Scale .......... i... A-22

Figure A-21. Final Acre era, ion, Ve ocity and Displacement TimeHistories for Station 3700-4, Right Rib, Radial Motion,los Time Scale .......................................... A-23

Figure A-22, Fina! Acre era, ion, Ve ocity and Displacement TimeHistories for Station 3700-4, Right Rib, Radial Motion,2s Time Scale .......... ................................. A-24

Figure A-23 Final Acre erationi Velocity and Displacement TimeHistories for Station 3700-4, Right Rib, Transverse "Motion, lOs Time Scale .......... ,. ................. ...... A-25

. Figure A-24 Final Acre era, ion, Ve ocity and Displacement TimeHistories for Station 3700-4, Right Rib, TransverseMotion, 2s Time Scale ......... , ...... i .................. A-26

Figure A-25 Final Acre era, ion, Ve ocity and Displacement TimeHistories for Station 3700-5, Invert, Vertical Mo_ion,los Time Scale ................... . ......................... A-27

Figure A-26 Final Acre era,ion, Ve ocity and Displacement TimeHistories for Station 3700-5, Invert, Vertical Motion,2s Time Scale ........................................... A-28

Figure A-27 Final Acre eration, Velocity and Displacement TimeHistories for Station 3700-5, Invert, Radial Motion, lOsTime Scale .............................................. A-29

Figure A-28 Final Acre era, ion, Velocity and Displacement TimeHistories for Station 3700-5, Invert, Radial Motion, 2sTime Scale .............................................. A-30

Figur_ A-2g Final Acre eration, Velocity and Displacement TimeHistories for Station 3700-5, Invert, Transverse Motion,lOs Time Scale A-31

Figure A-30 Final Acce eration, Velocity and Displacement TimeHistories for Station 3700-5, Invert, Transverse Motion,2s Time Scale ........................................... A-32

Figure A-31 PSRV Response Spectrum Calcu ated for Station 3700-1,Tunnel Back, Vertical Motion ............................ A-33

Figure A-32. PSRV Response Spectrum Calcu ated for Station 3700-1,Tunnel Back, Radial Motion .............................. A-34

Figure A-33. PSRV Response Spectrum Calcu ated for Station 3700-1,"Tunnel Back, Transverse Motion .......................... A-35

Figure A-34. PSRV Response Spectrum Calcu ated for Station 3700-2,Left Rib, Vertical Motion ............................... A-36

Figure A-35. PSRV Response Spectrum Calcu ated for Station 3700-2,Left Rib, Radial Motion ................................. A-37

Figure A-36. PSRV Response Spectrum Calcu ated for Station 3700--2,Left Rib, Transverse Motion ............................. A-38

-xvi-

Volume 2 FIGURES (continued)

Figure A-37 PSRV Response Spectrum Ca cu ated for Station 3700-3,Free-field, Vertical Motion. ' ........... ........... A-39

Figure A-38 PSRV Response Spectrum Ca cu abed for Station 3700-3,Free-field, Radial Motion ....................... .... A-40

Figure A-39 PSRV Response Spectrum Ca cu abed for Station 3700-3,' Free-field, Transverse Motion, ...................... A-41

Figure A-40 PSRV Response Spectrum Ca cu ated for Station 3700-4,Right Rib, Vertical Motion .............................. A-42

Figure A-41 PSRV Response Spectrum Ca cu abed for Station 3700-4,Right Rib, Radial Motion , ......................... A-43

Figure A-42 PSRV Response Spectrum Calcu abed for Station 3700-4,Right Rib, Transverse Motion ............................ A-44

Figure A-43 PSRV Response Spectrum Calcu abed for Station 3700-5,Invert, Vertical Motion ............................ ..... A-45

Figure A-44 PSRV Response Spectrum Calculated for Station 3700-5,Invert, Radial Mo_io. ................................... A-46

Figure A-45 PSRV Response Spectrum Calculated for Station 3700-5,Invert, Transverse Motion ............................... A-47

Figure A-46 Power Density Spectrum Ca culated for the Final Da'ba,Station 3700-1, Tunnel Back, Vertical Motion ............ A-48

Figure A-4'/ Power Density Spectrum Ca culatedfor the Final Oatai,Statlon 3700-1, Tunnel Back, Radial Motion .............. A-49

Figure A-48 Power Density Spectrum Ca culated for the Final Data,Station 3700-1, Tunnel Back, Transverse Motion .......... A-50

Figure A-4g Power Density Spectrum Ca culated for the Final Data,Station 3700-2, Left Rib, Vertical Motion ............... A-51

Figure A-50 Power Density Spectrum Ca cuiated for the Firm Data,Station 3700-2, Left Rib, Radial Motion ................. A-52

Figure A-51 Power Density Spectrum Ca culated for the Fina Data,Station 3700-2, Left Rib, Transverse Motion ............. A-53

Figure A-52 Power Density Spectrum Ca culated for the Fina Data,Station 3700-3, Free-field, Vertical Motion ............. A-54

Figure A-53 Power Density Spectrum Ca culated for the Fina Data,Station 3700-3, Free-field, Radial Motion ............... A-55

Figure A-54 Power Density Spectrum Ca culabed for the Fina Data,Station 3700-3, Free-field, Transverse Motion ........... A-56

Figure A-55 Power Density Spectrum Ca culated for the Fina Data,Station 3700-4, Right Rib Vertical Motion .............. A-57

Figure A-56 Power Density Spectrum Ca culated for the Fina Data,Station 3700-4, Right Rib Radial Motion ................ A-58

Figure A-57 Power Density Spectrum Ca culated for the Fina Data,Station 3700-4, Right Rib Transverse Motion ............ A-sg

Figure A-58 Power Density Spectru,n Ca culated for the Fina Data,Station 3700-5, Invert, Vertical Motion ................. A-60

Figure A-sg Power Density Spectrum Ca culated for the Fina Data,Station 3700-5, Invert, Radial Motion ................... A-61

Figure A-60 Power Density Spectrum Ca culated for" the Fina Data,Station 3700-5, Invert, Transverse Motion ............... A-62

-xv i i-

................. :.................................. i iiiii .............-'li

, Volume 2 FIGURES (continued)

Figure B-l, Raw Acceleration Data from Station 3700-1, TunnelBank, Vertical Motion ............................ C-13

Figure B-2. Raw Acceleration Data from Station 3700-1, "FunnelBack, Radial Motion. ................ , ............ B-14

Figure B-3. Raw Acceleration Data from Sbation 3700-1, TunnelBacks Transverse Motion .......................... B-15

Figure B-4. Raw Acceleration Data from Station 3700-2, LeftRib, Vertical Motion ............................. B-16

Figure B-6. Raw Acre era_ion Data.from Station 3700-2, LeftRib, Rad al Motion .._. ..... ..... ................. B-17

Figure B-6. Raw Acre eratlon Data _rom Station 3700-2, LeftRib, Transverse Mobion..:ii_ ............... ......... B-18

Figure B-7. Raw Acre eration Data fr'om"Station 3700-3, FreeField, Vertical Motlon ..... ..................... B-19

Figure B-8. Raw Acre eration Data from Station 3700-3, ,:reeField, Radial Motion ............................. B,20

Figure B-g. Raw Acre eration Data from Station 3700-3, FreeField, Transverse Motion .......................... B-21

Figure B-lO Raw Acre eration Data from Station 3700-4, RightRib, Vertical Motion .............................. B-22

Figure B-11 Raw Acre eration Data from Station 3700-4, RightRib, Rad at Motion .................... ............. B-23

Figure B-12 Raw Acre eration Data from Station 3700-4, RightRib, Transverse Motinn ............ , ........... .... B-24

Figure B-13 Raw Acceleration Data from Station 3700-5, Invert,Vertical Motion ........... ........................ B-25

Figure B-14 Raw Acceleration Data from Station 3700-5, Invert,Radial Motion .......... . .................... ; ...... B-26

Figure B-15 Raw Acceleration Data from Station 3700-5, Invert,Transverse Motion ................................. R-27

Figure B-lr Expanded View o'f Initial Transverse Data Recordedat Station 3700-1 ................................. B-28

Figure B-17 Expanded View of Transverse. Velocity at Station3700-1 Before Spike Removal .., ..................... B-29

Figure B-18 Expanded View of Transverse Velocity at Station3700-1 After Spike Removal ........................ B-30

Figure B--19 Expanded View of Transverse Velocity at Station3700-1 After Slope Correction ..................... B-31

Figure B-20 Power Density Spectra of Noise and Data forTransverse Acceleration at Station 3700-1 ......... B-32

Figure B-21 Power Density Spectra of Noise and Data forVertical Acceleration at Station 3700-2 ........... B-33

Figure B-22 Difference Between the Noise and Data Power SpectraPlotted versus Frequency for Vertical Accelerationab Station 3700-2 ................................. B-34

Figure B-23. Transverse Velocity from Station 3700-.1 After"Normal" High-pass Filtering at 0.75 Hz ........... B-35

Figure B-24, "Transverse Displacement from Station 3700-1 After"Normal" High-pass Filtering at 0,75 Hz ........... B-36

Figure B-25. Transverse Velocity from Station 3700-1 ShowingSignal Superimposed on Low Frequency Noise ........ B-37

Figure B-26. Transverse Velocity from Station 3700-1 After"Hand" Correction ................................. B-38

-xviii-

h_

Volume 2 FI@URES (concluded)

Figure B-27. Transverse Displacemen_ from S_a_Ion 3700-1 After"Hand" Correction .................. ............... B-3g

Figure B-28. Illus_rationFof Automated Correctlon Technique .,., B-40Figure B-2g, Transverse Acceleration from Sbablon 3700-1After

One Pass Through Automated Correction Technique ,,: B-41Figure B-30, Transverse Veloclby from S_a_ton 3700-1 After One

Pass Through Automated Correction Technique ....... B-42Figure B-31, Transverse Displacemenb from S_atlon 3700-1Afber

One Pass Through Automated Correction Technique ,,. B-43Figure B-32. Numerical Integration of Corrected (i,e,, Spike and

Slope Removal) Transverse Acceleration from Sbation3700-1 .................................. .,, ....... B-44

Figure B-33. Difference Between Daba Shown In Figure B-32 andFigure B-30., ................. .................... B-46

Figure B-34. Transverse Accelerabion from Sbatlon 3700-1AfberSecond Pass Through Automated CorrectionTec'hnique ............ , ............. , ................ , B-4@

Figure B-35, Transverse Velociby from Sbation _700-1AfberSecond Pass Through Aubomated CorrecbtonTechnique ................................... ...... B-47

Figure B-36, Transverse Displacemenb from Stabion 3700-1 Al'berSecond Pass Through Aubomated CorrectionTechnique .......................................... B'48

Figure B-37. Velocity Curve Subtracted from Transverse Veloctbyin the Second Pass Through Auboma_ed CorrectionTechnique ......................................... B-49

Figure B-38. Final Transverse Acceleration Curve from Sbation3700.'1 ............................................. _-50

Figure B-3g, Final Transverse Velocity Curve from Sbation 3700-1 B-51Figure B-40. Final Transverse Displacement Curve from $bation

3700-1 ......... .... , .............................. B-52Figure B-41. Comparison of the Power Density Spectra of _he Raw

and Final Data for Transverse Acceleration fromStation 3700-1 .................................... B-53

Figure B-42. Difference of _he Power Density Spectra of _he Rawand Final Daba for Transverse Accelerabion fromSba_ion 3700-1Plobbed versus Frequency ........... B-54

Figure B-43. Comparison of bhe Power Densiby Spectra of bhe Rawand Final Daba for Verbicat Accelerabion fromSbabion 3700-1 .................................... B-55

Figure B--44. Difference of bhe Power Densiby Specbra of _he Rawand Final Daba for Verbical Accelerabion fromSba_ion 3700-1Plobbed versJs Frequency ........... B-56

Figure B-45. Difference Between Raw and Final TransverseA¢celerabions from Sbabion 3700-1 ................. B-57

Figure B-46. Difference Bebween Raw and Final TransverseAccelerabions from Sba'bion 3700-3 ................. B-58

-xix-

Volume 2 TABLES

TabI_ Pa__q_

Table C-1. Low-pass Fi Iter Limits Used for MISTY ECHO ......... C-6Table C-2. Fi naI Adjustments to Accel erat ion for MISTY ECHO... C-10

-×X-

APPENDIXA' QROUNDMOTIONDATA

-A-l-

This appendix contains the final, corrected (as detailed in Appendix C)set of ground motion data, Figures A-Z thro,,gh A-30 are the time historiesplotted on time scales of 10 s and 2 s. The time histories are organizednumerically by station number in the following manner: ,_

• Vertical motions are presented first, radial motions next, andtransverse motions last.

• Motion data plotted on the 10 s time scale for a particular record ispresented first.

Figures A-31 through A-45 contain the 5 _ damped PSRVs calculated for theground motion accelerations. These are presented in the same fashion as thetime histories0 Power density spectra calculated for these data wereorganized as the other data presented in this appendix and are shown inFigures A-46 through A-60.

-A-2-

Figure A-1. Final Acceleration, Veloci_,y and Displacement Time Histories forStation 3700-1, Tunnel Back, Vertical Motion, :LOsTime Scale

MISTI COHOw 3700-I RV RMPXI.0OTR Ol 70.0

200,0 -_-_,_7 _-, , , 'w'', , ', , w , , _-_ i -'"r--_--r'r'_--_--_T--r-e--r-___T_ +-+-r + _--' _- 20,00

N Lr)

Lm

lO0,O . lO,O0 Z

eZ> ' I-_

Urr

_I0O,0 _+_..._ ,_ , i . , ,_ L- ..... j__, , _, i , _ + , J., _, I., ,-, ,--10,001 2 3 4 5 6 7 8 9 10

TIME (5CC)

MISTY ECHO. 3700-I RV RMPXI.OOTR 0l 70.0

0,503z

I,000 >-_

_, i_, ,V, ,, L I I ' d

_" 0,25

o_a 0,000 _-_

0,00

-0,25 L -I,000-O,SO ___j__... I .... -.-I' 0 1 2 3 4 5 6 7 8 9 10

TIME (SCC)

MISTY ECHO. 3700-I RV FIMPX].OOTRO1 70.0

l.n

7,S 3,000

_,ooozI-_ 5,0

" Z

C._ b..l¢I:: C.._..2

L . . i . .,n--_ , 0,000 tr

E _"2.5 -I,000 _

-S,O -'--_-_-_'-"" '_/J .... 'Y" ____..,___.t.._._._._0 I 2 3 4 5 6 ? 8 g lO

TIMC ISCC)15 PCR CENTDEV]RTION

-A-3-

Figure A-2. Final Acceleration, Velocity and Displacement, Time Histories forSt,at, ion 3700-1, Tunnel B.,_ck, Vertical Mot,ion, 2s Time Scale

MISTYFJCHO.3700-1 8V FIMPX],OOTRo] 70.0200,0 ---- T , ,'--------...... _ = ,-- . .... 20.00

" Lm

_Z I00,0 10,_ Z

g _

"100,0 ----------"- ..... ,t ........ -- •..... "I0,00

O I

TIMC tSCC)

MISTY ECHO,w 3700-] RV RMPX],OOTR OJ 70.0

3.000

0,75Cb

2,000 b.Ju-_ Lr)"- 0,50

I,_ t,

0 _JW 0,00 0,0OO (')

-0,25 -I,000

"O, 50 ----_'---. • , , ....0 I

I IMC 15CC1

M]5TY ECHOM3700-1 RV RMPX].OOTR01 70.010,0 _'--_ , , -"r----- -- , , --

7,5 3,DO0

g _F-, 5,0 2,000 ""Z I....-,L,.J

L,.} 2,5 1,000 L,JCb Z:

cL O,0 - ---+_--+--_----F_+--.._.- _-.. : ._ O,{X)O CI::Lr) d

-2.5 -I,0(13 C_

-5,0 _.------'--- -._.L ,..-,...-...__--..,..._._.

0 I 2

T]ME 15El"; I, 15 PEF,,CENT DEV]RT]ON

-A-4-

Figure A-3. Final Acceleration, Velocity and Displacement Time Histories forSt,ation 37OO-1, Tunnel Back, Radial Motion, lOs Time Scale

MISTY ECHO 3700-1 A-352.3 AMPX].OOTR O] 52.5

400.0 --.-.... .... v .... v _ . v . , . . . . ,-. _ • _ T ' . _"._i _. ' . I . . . _ T . • ' _._" 40.00

N tr)

Lr) 200.0 _ 20.(:)0LO

tr ZZ EZ)C_ _ ,

_%._ ._ .,_ , . , .... ,......., L., 0,0000,0 _- _ _ ', .... _ :_:_._ : I " " _-" ', "_ , :_:,--:.-, ..... _-- - -_: EQ_ r_

_ Ut_co -200.0 _ -20.00co

CE

-400.0 L,--_-_.____ _., . _ i , , _. _ , , , , J . , , _'40.DO .0 ! 2 3 4 5 6 7 8 9 ]O

TIME (SCC}

MIST'/ECHO 3700-I R-352.3 AMPXI.OOTR 01 52.5

2.0 ....

i ' " ' t' ,'_ • • I •" ' ' I v , , , I • '" '"! _ ; , v I ' "';'" I _ • _ ' ("" • ' ' I ''" ' ",._ 6.000

l Cbt.000 Ldi_r) tr)!

:Z:: 1 l--,

>- 2.000

I-- I 1-_coC)

"J ,.:.LI__..(:_Z:_.___.:._ _;._,.:__. , , . 0.000ca(.J 0.0 ".' ' _ ' ' ._. , ,",,--,_'' i_: _ ;--; _ : ; . T-' _ _-? 0

>. _j'-_V,/ L...-p" ''-''- ..J

bJ

i _>. -2.000

I"].0 _"!"' ! ' " , , / .... I i ,, , I .... 1 .... 1 .... 1_....j_ . 1 , • , j I • _ • ,

0 l 2 3 4 5 6 7 B 9 lO

T]MC {SCC)

MIST'/ECHO 3700-'I R-352.3 flMPX].OOTR 01 52.5

20.0 -_-.• '_ "I .... 'l .... _--v-_ . i • v . . T ' _ ' ' I _ _ _ • I • "r'-r-_- I .... ' _ . . .-r-

U')6.000 bJ

:I:.tr ca

Z

I---,]O.O 4.0DOZL,J Z

ua 2.000co utic_3 ca

co°- 0,0 ......... , , ' :'_, ._,_. , ' : ....__I: : :_. : : ._: _.I : : : :" 0,000 CE_jL"L.CC_ (J')

-2.000 CZ)

0 I 2 3 4 5 6 7 B 9 I0

TIME (SCC)

Figure A-4. Final Acceleration, Velocity and Displacement, Time Histories forStation 3700-1, Tunnel Back, Radial Motion, 2s Time Scale

MISTYeCHO 3700-I A-352.3 AMPXI.OOTROl 52.5400.0 , . . _ , , , , . . 40,00

tj')

2o0.0 2o,00L_Z

g __ o,o _ o,o00_

u -200,o -_,00_

-400.0 ........... I , , , , -40,DOI

TIME I5CC)

MISTYECHO 3700-I A-352.3 RMPX].OOTROI 52.52.0 __-------_-_ , . . --- _ ....

. 6,000

04.000

(J')1,0 \

>" _ 2,000 b-w-w

(..) F--

i Cb-_ .;.f:-"f_'_'----__2__- o,o00oLd 0.0 - ,

U.l

_-_,ooo

-1 .O ' ' , I , , , , ,0 I 2

T]MC(SCC)

MISTYECHO 3700-] FI-352.3 RMPX].OOTROI 52.520,0 , , , , - ,

u'}

-,._ 6,000 bJ

"l-.,r" Cbr_) Z

I-.-,]D.D 'I,DO0Z I.-,L,J Z

_ h_(]Z_.1 Cbo,. O,O o _ _ ._. "_ 0,000 rru') -_ __I

O._

-2,000

- ]O,O _"---'-'-- ' , .... , l , .... -___.,_..__

0 I 2

TIME (5C0)

-A-6-

Figure A-5. Final Accelerat.ion, Velocit, y and Displacement, Time Hist, ories forStation 3700-1, Tunnel Back, Transverse Motion, lOs Time Scale

,MISTYCCHO 3700-I A-262,3 AMPXI.OOTR01 dO.O200,0 ...._ _ _, , ' , , , , , , ,', , , ,'_ . , .... T .... ', , , _ , V', , , , , .... _ .... 20.00

z 0o __ • '

,rY

_J --Jb.l ' U

-I00,0 _

-200,0 .... _ • ,... ! • , , , I ,_.,._, • i .... _ , . ,rL. . , l ,. • , l...,__._J . I ..... "20,OO0 } 2 3 4 5 B 7 8 9 10

T]MC (51SC)

MISTYECHO 3700-1 R-262.3 RMPXI.OOTROl '_0.00,4 "" _ ,". , _ • ,-"T-_ • , '-_ .... , , • • • _ .... _ .... ! .... _ .... , , . ..

O.2 l.J

0.500 u")_r- Fw

0,0 '_ ' ........ '---_._-__ ,._--,, ,-_,-.--.....

II v .,_v.__o,o........I'"V '"v

-0,50O C:>

-I.OOO

"0.4 _ . I , . • _ I j_j, ,,L,,,j I .... I . j j j _, . I , i ,,,,,, I ,f , . • I . . ,., I ....

0 I 2 3 'J 5 6 7 B 9 O

T]MC{SCC)

MISTYECHO 3700-I FI-262.3AMPX].OOTR01 'IO.O

• 1,0_ L_J2,0 ' • J -r-

C..) Z

Z

_- ,.- -I.000u") ' ._),- O_

or)

-4.0 "" _" _r'_-2,0OO

"6,0 _3-_ , • • _ .... _ .... l,,_ _..._,, J . , , , _ , , , , _ , _ ,...__J._...., _ _ _ _ _._.,._¢_.

0 1 2 3 4 5 6 7 8 9 I0TIMC (5CC)

-A-.7-

Figure A-6. Final Acceleration, Velocity and Displacement, Time Histories 'forSt,at, ion 3700-1, Tunnel Back, Transverse Mot,ion, 2s Time Scale

MISTY ECHO 3700-1 A'262.3 AMPXI,OOTR Ol 40.0

'200,0 -- ., , ',., , , . , . , ..... , . ,,.- . 20,00

I00.0 I0,00 (.0

:E Zz C)

I--, 0,0 -- _ ' • _ .. _,._-"'_"-':__-__.._ _':_:-7:.-'-__-':'__-_-."':_z-::.-t:_-k 7-._::-'.c-:_;:_-- - " 0,000 I_

t_-Ioo,o -Io,ooc._ (.3

CE , QE

-200,0 _ ' _. . , __.... j .... -20,000 I 2

T]ME (SCC)

M]ST_ COHO 3700-I B-262,3 BMPXI.OOTR OI _0.0

O,4 --------,------. , , . ,---- . .

O,500 to

0.0 -- -_ J- • , t I - I t i O.OO0>-,

-0,2 M

_ - 1,000

-0,4 , , . , , 1 0 ....0 I 2

'FIMC (SCC), ,,

MISTY CCH0 3700-1 R-262.3 AMPXi.OOTR 0l 't0.0-: 4,0 .......... , , , , , , , , ', ......

I, 000 bJ

2,0 //_ 'T"(-_ Z

Z 0.0 i _. _ 0,01)(3I--,uJ Z

L,JLJC__ .'r"

..j -2,0 c._CL "1.000 n-co ._J,-_ (1.

-4,0 u,rm

-2,000

-6,0 .... --'- . , ........ I , __,0 1

TIME (5CC)

Figure A-7, Final Acceleration, Velocity and Displacement Time Histories forStation 3700-2, Left Rib, Vertical Motion, lOs Time Scale

MISTYECHO. 3700-2 RV RMPX].OTR 03 70.0200,0 20,00

N Lr)

u_ I00.0 - I0,00 LD

z 0

_- o,o _'I _:: _;_k_-_.__I-" : : I " _+-_-P+-_*-_p*-_-*H-*-_I__-_:_-_- o,ooo n-EE

d w-IOO,D -IO,O0 L)

-200,0 ""_"_-'--_ "_ " _' i _ ____= _ I . , , , L .... t ..... ___, , , = .... I .... = -20,000 1 2 3 4 5 6 ? B 9 I0,

T]ME (5CC)

MI5TYCCHO.3700-2 FtV AMPXI.OTR 03 70.0

i,oo ...... ,_-, .... _-.... ,.,, _- .... ,, ,., ...... -_-_-_-_T-_-_-_--_ 3,ooo

0,75 L_2,000 U

u_ U3"'- 0,50

_- 1,000.__ O,25 , ;'_

L,_ 0,00 _ _-t_ *_-t - _'_ 0,000 _

> / >

-0,25 -I,0(_3

0 I ;2 3 'I 5 6 7 B 9 I0

T]ME(SECI

M]5TYECItO_3700--2 RV RMPXI.OTR 03 70.0|0,0 __--r--r-r-_-, i:_ _ ,.-r-r. , , , .-, _ r-'-r-, . "T'"" " _ _ _ ' _ " ' i"r'_ "r'r'_'r-

LO2,000 1,1

(_) Z_- • _ .... _ ...... , , • , 0,0(3(3__ o.o-_,'w_t-++-_-+-t-++-*-_+-+-_--',-+-+-+-_-t_, __..... ,, ,_-_r-.... ,,, •

--_,1 '_ f "\_,J :7

L_ -2.000 W

_ -Jcn -4,000

C_ 0">

-6,000 CD

- 20,0 ._-_-____L_._.-J________..___.______.L=__.___.__L__________________._L____.._.__._L.=____--__I.____.____0 I 7, 3 4 5 6 7 8 9 I0

T]rlE (5EC)15 PER CEN_DEV]FIT}ON

-A-9-

Figure A-8, Final Accelerat,lonj Veloctt,y and Displacemenf' Time Hisf,ories forSf,at,i on 3700-2, Left, Ri b, Vert,i ca I Mot,ion, 2s Ti me ScaIe

MISTY ECHDM 3700-2 RV RMPXI,O TR 03 70,0

200,0 --- _- _ -" ....... ; _ , " i _ .... , ..,. ,_ 20,00

N (.n

o,°_ _____.__...______o,o®

-}OO,O -lO,D0CE

-;_00,0 . . ,., .............. .__._ ...... -20,002

TIME 5EC)

MISTY ECHO* 3700-2 RV RMPX].O TR 03 70.D

1,00 ,_- • ...... , , , ---,---3,000

0,75 A ' , LD

2,000 tjLr)

" O,50 ",.

:" 1.000 b..t--, O,25

0,0O ---------,- 0,000 O

LJ:>

-0,25 -I ,000

-0,50 -'-- ............0 I 2

T]ME (5C0)

MISTY ECHO. 3700-2 RV RMPXI.O TR 03 70.0

IO,O • .-.,....... , ........

(j-)2,000 Ld

I

g _2:

I.,3 - 2,0(30 6JZic3 _ ~

cE _ i,.)

: _-lo,. -_,ooo____,--, CL

-6,000 _:_

-20,Q ........0 I 2

T]ME ISCC),_]5 PER CENT DEV]RT]ON

-A-lO-

Figure A-g, Final Acceleration, Velocity and Displacement, Time Hist,6ries forStation 3700-2, Left Rib, Radial Motion, lOs Time Scale

MISTY _OHOM 3700-2 F_'352,3 RMPXI.O TR 03 52,5

400,0 .... , .... , ' _'_'' T ,, ' ' ,"_'_ "' 1 , , '"", , '" _, , '"""'_1-'__ 40,00

_.oo,o . _0,00

z' 1 I-"....... l.......... , .................... 0,000

-'100,0 " '' " ' ' ' ' " J ' * _ ':* ..... J .... a ..... J , , ...... I ..... l ....... J ...... "4O,O00 I 2 3 I 5 6 7 @ @ lO

T]MfiISCC)

MISTY ECHO. 3700-2 R-352,3 NMPXI.O TR 03 52.5

4.0 -,"'"'--'-'T'-,-, _ _ I • __ '_ ,_ _ _'" r-"-r-"-"-_ "'',' ,'. , r '_ _ .', _ _ ,' _"_"* , , " ,". ; ' .* ," 13,00

3,0 9,750b.J

z 2.0 6,5_

c.)

Ld ,

0,0 ' _'_.A' '_ .... T'-'-'.-"_, ,. "_'._--,-, .... "r--,-, ,,, ...... - ..... -,- .... '1U /

0 i 2 3 4 G @ 7 @ 9 lO

TIMC (SCC)

MISTY ECHO. 3700-2 I_-352,3 RMPX].O TR 03 52.5

20,0 _'r-r--'-r'T'_'r-_r-___ _"_ • _ , , , , _ ,-, e"_-r'_"_"_-P

10.0 4,000 ""ZLd

Z: 3,000

..... | " ' ' I .... - "_" "l' ' ' ' I ' r '' I" " ''l .... I " ' ' r I ' ' ' '_ "_

0 l 2 3 4 5 @ 7 lt 9 10

TIME 15F,C}] 5 PCR CCNT OF.VIFIT] ON

=

-A-11-

Figure A-lO, Final Accelerat, ion, Velocif, y and Displacement, Time Htst, ories forStation 3700-2, Let+"bRib, Radlal Motion_ 2s Time Scale

''1 HMISTY ECHO 3700-2' R 352,3 RMPX].O TR 03 52.3400,0 .... _............ _._--r-_---,--- ...... T_------,+_----_ ..... ,- ..... --_ ..... = 40, DO

N j = l/3

2oo,o I = -I 20,_

-400,0 _' ' ......... -J-----_--_---_---- -40.000 I 2

Title (SEE)

MISTY ECHO. 3700-2 R-352,3 RMPXI,O TR 03 52.5

, ,

31o 9,750_,, _

2,0 6.500 t__>..,

C_ 1.0 3,250 ___J

_1LJ

O.0 m_ ._ t---------P--___---_c:_,j+- -" . _...... -=_-'+-___t_-------= 0,000 >

-I,0 ...... ' ...................... ___L_ ................ -3.250I 2

TIME (SCC)

MI5TY EOl-IOx3700-2 R-352.3 RMPXI.O TR 03 52.520.0 .... ",---_-'--, .... -+......... _---r-- ....... -r--._------,-_-_,- ..... _........

U36,000 Ld

T

10.0 1.000t-,

:7L_ 2,000

g._1 L_

-2.000

0 1

TItlE (scc). ]5 PER CCNT DEV]RT]ON

-A-12-

Figure A-11, Final Acceleration, Velocity and Displacement, Time Histories forSt;at,ion 3700-2, Left Rib_ Transverse Mot,ion, lOs Time Scale

M]STY ECHO 3700-2 R-202,3 RMPXI,0 TR 03 40,0

300,0 ...._'_ , _ '1'_ ,_, , f"" _ ' , i ' '-_'"_ f , '_"_ , 1'," ,"_ , 1 .... i • • ,'-'--T--,-"--'--'--T-_-'-_ 30.00

u_ 200,0 20,DO CD

iZ Z

I00,0 IO,_ _CL

,,-4, li.._<............................................ ,...................... o,o0oo,o ....... . ,

-100,0 ' ' " _ "--"-_ ' _ " _- _..,.,,,i .,.. i ..... i .... i , , ,, _ , ......... ! ...... ! ....... -IO,O00 1 2 3 4 5 B 7 8 9 I0

Til'lC(SCC)

MISTY CCH0 3700-2 PI-262,3 PIMPX].0 TR 03 40.0

I0,6 2,000

b_lis') f.F)"_ 0,4 "_

. 1,000,,r-

_ ,_.1

o,o . ,w,..j,,._..,_._-,___-_ o,ooo-0.2

-1,0_.

0 1 2 3 4 5 @ 7 8 9 I0

T]MC (5CC)

MISTY ECHO 3700-2 PI-262.3 FIMPX].O 'rR 03 _I0.0

20,0 ,', , "'i . ' i _T-_-_ + ,'_i, , , ' I ' ' _"_ i .... i .... i _ , '"--_ , i ' , _'-'A'-7°i&00

. 5,O00 _

_ Z

i-, . 2,500

ua o,o ....... I::: :I-+-+-'+-'_::::I:::_ I'_; _,p-+--+--+--_-f-+--+--i-_o,o0o

m -_ -2,51Xi m

ct) 1 "-}

c:_ "10,0 Ij')-5,000 '-_

CZ)

-20,0 .... I ,.-,__ . _ , ,_. • _ .... _ .... _ .... _...... _ .__. , i , . . , , . . _ -7,5000 I 2 3 '1 5 6 7 8 9 lO

TIMIC iSCC)

-A-13-

Figure A-12. Final Acceleration, Velocity and Displacement Time Histories forStation 3700-2s Left Rib, Transverse Motion, 2s "rime Scale

MISTY CCHO 3700-2 A-262,3 RMPXIoO TR 03 40,0

300,0 ..... , ' ' ......'-_ _ -,' i_- _,_ _, _ ,.... ,......... 30,00

N U'l

oo 200,0 20, DO LO\

_z ZZ c_

I00,0 I0,00 el:

|'ll-lm ' 10,0 _-- Ww- _ _._-_ .... _--_---1--- 0,000 O:

"}O0,O L-.... , ........ i , ., , '__ , _ "I0,00O I 2

T]MC I5EC)

M]STY ECHO 3700-2 R-262.3 FIMPX].O TR 03 '10.0

(],B _ _ , _---r'"-------'-_-'-'-- I ' ' ' _ ..... ' " , " '

2,000

_ 0,4

_ 0,2

O.O O,OOO

-0,2

"I ,DO0

"O,4 ....... ---*--------_--' .........I , , _. ,D I 2

Tl MC (BCC )

MISTY E;CHO 3700-2 FI-262.3 FIMPX].O TR 03 _}0.0

iIO.O ' ' . --, .... • ..... , _, _ _---, _ , .... .

tc)B,DO0 bJ

I

6 _

LD _ Z"_--_ 2,000 bJbJ _-

_a -' I O,OOO crLc)CL O,O ............ : : _, -: ....),-.-, (3.r-, (Pl

-2,000

I 2

TIME IBCC}

-A-14-

Figure,A-13, Final Acceleration, Velocity and Displacement Time Histories forStation 3700-3, Free-fleld, Vertical Motions lOs Time Scale

MISTY ECHO 3700-3 RV RMPX],O TR 05 70.0

1oo,0 -_'-_-r_,-c_,_, _-; i , , ; , T , ,-r-_-l_, _,,, .... i , _"_,. ,_ , , , t .... 'l, ,', ,- Io,o0

75,0N (/1

u'_ 50,0 5,000 _j>%,,

g25,0 • _

"25,0

-50,0 . -5,0O0-75,0

"I00,0 ..__._.__Z._,, , ,, ..... _ .... i .... _,...J., .....i _,.. ")0,00I 2 3 4 S 6 7 6 g l0

T]ME (5EC)

MISTY ECHO 3700--3 RV RMPX].O TR 05 70,0

u_ ) ,000 tr')

>- 0,5O0 _

= -,._.L.>...__.,_,_w "_>" -0,5O0

"0,2 :>

- -1,000

"0_4 _:±. , I , _ l .... , J..,c_.j,. , I .... I .... [ .... I ,L , _, , I , , , . I _,. , •

0 I 2 3 4 5 6 7 6 9 tOTIME (SEC)

MISTY ECHO 3700-3 RV RMPXI,O TR 05 70.0

]0,0[-,--,,-.r.--,, , , ,., v ' '"_ , , ' , _" , , , ,-,'T_"""-I. , , , , , , , ,'T-, , _ _ Lr)

L 2,000 _

g _z

t_c3

"I0,0 "4,(3DC)U')

0 I 2 3 4 5 6 ? 8 g I0T]HC (SCC}

-A-15-

Figure A-14, Final Accelerat,ton, Velocit,y and Displacement, Time Hist, orles forSt,at,ion 3700-3, Free-field, Vert,lcal Mobion, 2s Time Scale

MISTY ECHO 3700-3 RV RMPXI,0 TR 05 70,0

75,0N c/_

u_ B0,0 , , s,ooo_Z

"75,0

- I00,0 ---"------------'-'---_'-_-'-'.--'---- " ' .......... ' -- " _ _ : :" . "I O,O00 I 2

TIME (SCCI

PI]5TYECHO 3700-3 AV RMPXI,O TR 05 70,0

O,Ii , ,, ..... • ----'_'--_'--- ' , ' ,

I,500

0,4

1,000 (_'...,

o, oo

_"'_ _

0 0,0 - , _ 0,000

-0,2

'1,000

.0.4 '- ' - ' .... _ --"--------0 I 2

TIME i5CC)

MISTY ECHO 3700-3 QV AMPX].O TR 05 70.0

10,0 .... ,: -_ r_ .... -,----- ........T ' "" ' _"'- - =' ....

lp)

2,000 ._z_ C3

_ _..+._J"--'"_""___ O,O_ _ZZ

n "10,0 -4,0_

r7

-O,OOO

]

0 I 2

T]ME (5CC}

-A-16-

Figure A-16, Final Acceleration, Velocity and Displacement Time Histories forStation 3700-3, Free-field, Radial Motion, lOs Time Scale

M]S'J"YCCHO. 3700-3 R-35Ii ',!, RMPX].O TR 05 52,53DO,O -' _ _ , , _" , i , ,, , u ' ' __"'V,-. ,'_ f''r'_ ; i_v_ ':_,-i, , ,_, =_,_;_-_._,v.-_. ,-,',. 30,(10

N 200,0 20,OO V'_

,... C9

Z: 7

joo,o 1o,o0,...

h......"_'*:I: :',:',::4_;_:I":::I_:-_;:I',:_'+'H-+'+"_'_'i_o,oooO,O Wr ..,-.. ::

"100,0 -I0,00

-20O,O ._ _ . , i ,...,.... ,., ._ . J ..... i , . , _ _ .... , L, ,. .... t, . _ _ _ . , , ,.J._ , . , -20,000 I 2 3 4 5 B 7 6 9 }0

T]MC {5CCJ

MISTY ECHO. 3700-3 R-352,3 RMPX1.0 lR 05 52.53°0 _r--,-..t_-.;. , _ . w , • "' 'l " , • ,"v -,_ _' , _ , _ _ • _, i ,_' , • I " _ ' '"'_ .-.r'-P,._-

B,O00

2,06,000

b..,.i

-2,000

0 I 2 3 4 5 B 7 g 9 I0

?]MC 15CC)

MISTY ECHO. 3700-3 A,-352.3 RMPXI.O TR 05, 52.520,0 --.,-.r...-,-, i,_, _i, ,, , , , ,, '-T, '"' ', _ ' _"', ,", • ,_, , , ' , , , f ,_, , , _ , _.'_'-r-

6,000

IO,O 4,000 _'

2,ooo5o... 0,0 0,000 OZLr) ,..J

t-, Lt)-2,000 "'133

0 1 2 3 4 5 B 7 8 9 I0

T]tiCISCO). 15 PCR CCNT DCV]RTIDN

-A-17-

Figure A-16, Final Accelerat, lon, Veloclt, y and Displacement, 'Time HtstorlesforStation 3700-3, Free-field,, Radial Mot,ion, 2s Time Scale

MISTYECHO. 3700-3 A-352,3 AMPXI,0TR 05 52,5

N 200,0 .-20,00... C.C)

Z

100,0 - I0,_ O

.AI^ '.... o,o--- i_Vv,,_-"_._-_-_ ...._-_.-________._ 0,000

,-_00,0...... , _ . _i _ ............ _ ..-20,00

o { 2TIME {SEe)

MISTYECHOM 3?00-3 A-352,3 RMPXI,OTR 05 52.53,0 ........... - ......... . _ ,, , , , ,, ,, , ......... ,.... , ,, • , .....

8,000(.3

2.O [,Ju') 6,000 V'_

' _ IA , 4,000 b.

{,o v_V_ ;,-I'

,--, {...,

2.0oo_c.;oI

I I

i-2,000

"{ ,0 , ---.-,. .... , I...... . , , , ,_0 ) 2

TIME (s[,',c)

P

MISTY EOHO_ 3700-3 R-352.3 RMPXI.O TR 05 52.5

20,0 ...... _..........,.... ,......._--",-- - , . _ - _- ---

U'_6,000 bJ

lO,O 4,0002,000L,J

CE L3

-2,000

. ,=, ........ ,.... ±

o {TIME (SEE)

. 15 PER CENT DEVIRTION

-A-18-

Figure A-17, Final Acceleration, Velocity and Displacement Time Histories forStation 3700-3, Free-field, Transverse Motion, lOs 'Time Scale

MISTY ECHO 3700-3 R-262,3 RMPX].O TR 05 40.0

60,0 -r-r-_, ,,, ,,.' , f , ,.-, , r" ' ' ' r , ' '_ rn'"_. '_ . , .... , , ,,. ,, , . ,. , ..... 6.000

_0.0 4,00Oo'>

CO

Z: 20,0 2.000 Zz 0

I-_ 0.0 ,,,v-_-'- --' ,_,-..... ,.........,.........., ......-T.........•...... _.........._-T....._.... 0.000 I-cr" cYn.- L_

-J -20.0 -2,000 dbJ

C_ C3CE -,I0,0 -_.000 E

-BO.O .... ' .... L .... , . i .... _ _ , , .... _ .... I .... I .... _ ..... -8.00OD I 2 3 I 5 6 7 B 9 lO

T]MC (5CC)

MISTY ECHO 3700-3 R-262.3 RMPX].O TR 05 40.0

0,2

_ 0.400z

(_)D,O 0,00O b,J

u-) (.F)

_" -0.4_ _

' _ -0.2 >-,-0.80O F_

_2 UL_ -1.20O C_> -0,4 d

-I.60O

"0,6 .._ , , , I .... I .... I , , , _ I , A _ , I , , , , I .... I .... I .... t _.._

I 2 3 4 5 6 7 B 9 0

TIME (SEC)

11

MISTY ECHO 3700-3 19-262.3 RMPXI.O TR 05 _lO.O

]0,0 -_.,,"r, w .... i .... I .... i',',"'_, i .', ' ' ! .... , ' _ ' ' i .... l_r_r,--P--r--

Lr)2.00O LJ

ZZ C_C_ Z

;E t-_

,._ f'x /._. -2,000

_J _0.. -lD,O -4.000 Q::Lr) "---_'-_---------_. _J,.-, __E3 Lr)

-6.000 rn

-20,0 _-" • ' L .... . _ .... J ...... I .... _ .... i,, , _ . _ .... I _ , , j L,___-.___

0 I 2 3 4 5 6 7 @ 9 I0

TIME I3EC)z

-A-19-

_

Figure A-18. Final Acceleration, Velocity and Displacement, Time HisS, cries forSt,at, ion 3700-3, Free-fields Transverse Motions 2s Time Scale

M]STY ECHO 3700-3 R-262.3 BMPX].O TR 05 40.0

60,0 ' " ' ' ' ' w ...., ' , , . 6,000

20,0 2,000 Z

llO'y -_ ,,1u._ -20,0 -2,000 UJ"JC_

cE -40,0 -4,000 (Z::

-60.0 _ " ' • -B,O000 I 2

, TIME (SCO)

M]STT ECHO 3700-3 B-262.3 RMPXI.O TR 05 dO.O

O.2 -------"_- , _ • ---' _ '"' • ', --------- ,

0,0 ........ A J , • _ 0,000 6-1

_ -o,_ -o,sm _I 1.200 -.1

-0.4 LJ>

-1.600

0 I 2

TIME (SEC)

: MISTY ECHO 3700-3 B-262.3 RMPXI.O TR 05 _IO.O

2,0 ' , ' "', _ "_ .... , , , '.... , -,- , ,

Lr3

0,0.... ___._--_ _ _ I " ; : ; ,, _ o,oo0z: _'k E2c__ Z

_.. -;_,0 -0,925z I--_L_ ZZ; LOL_ -4 ,(1_-_ -I ,8r_ L_._2 0n-O. -6,0 / _)Lr)

-2,775

"B,O . \

,I0.00 I 2

TIMC (5C0)

-A-20-

Figure A-19 Final Acceleration, Velocity and Displacement Time Histories forStation 3700-4, Right, Rib, Vertical Mot,ion, lOs Time Scale

M]s'.rY ECHO 3700-'t RV FIMPXI.i3 ,TR 07 70.0

lO0.O , _', ', i ,"'r-"_'_"l--"-'_','_ I ' ' " '"'1 ' ,', " I'" ' ' ' I " '"'" 'r'l""' 1',";._,--,_ '-I _ ' ' '

_ 8,513(375,0

"_ so,o-Iz:. _ 4,250 Z

z . c3

o 25.0 ,-_

oc 0.000 O_

L_ _j

o: _ -4,250 _'_-50,0

-75,0 .... i , ,_. ! .... i.. _ . , _ • . . i .... J .... I .... I .... .I ....I 2 3 I 5 6 7 8 9 lO

TIMC {SCC)

M]STT CCH0 3700-'1 FIV RMPX].0 TR 07 70.0

O, _ " ' ' "" I .... [ "l 'I • • l ' ' '" ' I " ' '' ' I .... ''I "' " " ' I " 'I-_ ', I ' ' "I ,' i " ' I""V

0,6 2,000(2

U')

121.000

_.1 , h .... , , ..... _., J.J'f'L'l__ 0.0(%3 CD

o,o V b.J>

-0.2

_ -I.000

1 2 3 ,I 5 B 7 8 9 10

TIMC (5CC)

MISTY CCH0 3700-"t RV FIMPX].O TR 07 70.0

10,0 -'r-_'--r-_ I ' Y ' ' I ' ' ' i 1 , "v _ , I ' ' • r I ' '_ , _'_--r_-'r"r" I • ' ,, _ ,', i , i _ , , ,

Lth2.000 L_J

I

(._ Z

p.., 0.0 "J _'/" _ .... _ ..... _ ..... _ ...... _ .... _ .... _ .... _L_.,_,_L_,_,__,__ 0.000 '-_' ' v ' i ' ' ' -_ 1 ' f _ ' 1 • ' ' ' 1 ' ' ' ' I , ' , • I ' ' ' ' I ' 1 ' T_'_ _T

1.1 Z:rL,J -2,000 hlc.'>o_ b.J....j C.3

CEo_ -lO,O "_ -_ 000 _jU')

rm U_

-B.ODO _-n

"20,0 , , .i_ !.__..._ . i ,_ . , I , _ .... L. _._.--,._ , ,.-,.-, i .... _ _, ,. ,_O I 2 3 4 5 6 ? 8 9 10

TIMC (5CC)

-A-2i---

Figure A-20. Final Acceleration, Velocity and Displacement Time Histories forStation 3700-4, Right Rib, Vertical Motion, 2s Time Scale

MISTY ECHO 3700-4 RV RMPX].O TR 07 70.0

I00,0 , , ........ , , , , , ....... , - , .... r , ' ' "7 8,Sm

475,0

50,0 4,2_ ZZ 00 25,0

0,0_0,0 ----

-25,0

CE-50,0

-75,0 ' ............

TIMC tSCC)

MISTY ECHO 3700-4 RV f_MPX].OTR 07 70.00,8 ,- .... , - ., • .... _ "' _ .... , -- , -_ ....

"- O,4 "_I--,

;,000 L,..>..,

f-' 0,2

o L)d ,, _ f'_ . ,

-0.2

-1,000

-0,4 , i , . .I

T]MC (SCC)

M]STY ECHO 3700-4 RV RMPXI.O TR 07 70.0

:_ LD(J O,O -- - : ; ,__, _ : - 0,000 Z

z b_

CE -4,0 (.3-3 -2,000EL. U_rj -6,0 __

Lr)

-B.O _ -3,000 CD

-}O.O il 2

T]MC (SCC)

-A-22-

Figure A-21', Final Acceleraf, ion, Velocity and Displacement, Time Histories forStation 3700-4, Right, Rib, Radial MotiOn, lOs Time Scale

MISTY ECHO 3700-'I A-352.3 F'IMPX].O TR 07 52,5

200,0 ", , ,"l " ' _ ' 1 " '"" _ i .... , , _', " I', , ,l'r'-r"r'_'*_i=i",_, ', T _ _ , _._, i ,_ ,=_ ,,,. 20,00

3oo,o Jo,mL_%.

ZZ (E_C3

rr L_JU _j-_ bJL_L_ -10D,0 -_0,_ (_3cE rr-

0 I 2 3 -1 5 6 7 8 9 0

T ]MC (5CC)

H]STY ECHO 3700-'1 R-352.3 RMPXI.O TR 07 52,5

2,0 _-'r"7-_'-'--"--'r'7 " "_ " i"'• • ' i • '' '-i , , ,'" r ', '_ , , I '" _" 'J " ' _ • 'r • " '" •5,000

(..)4,000 bJ

u_ tc)

L,.>" 2,000

...1 C.?L,J 0,0 _-_ :=_ : '_'-r-.--r'' ',-_-; : 4 ;-- • O,0_ CJ> ..-J

bJ>

-2,000

1,0 J L _ ,_1_ J l , , _ ._.,_,,..._0 } 2 3 _ 5 6 7 8 9 10

T]ME (SEE)

M]5TY ECHO 3700-d R-352,3 RMPX].O TR 07 52.5

20,0 _"T-T"" ' ' ' '_ .... | ' ' " ' I _-_--,_'l'. , , , r , _ , ,"'1'_ "_ "','"f=_'', '_'-' 7 "_"_

Lr)6,000 b.J

L.3

_-_ 10,0 4,000

LDI 2,000 bJl_ -_ _.

C3 L_J(_

LF_ O.r'7 _ U3

--. -2,00C,

"}0,0 .... _ ,, , , I .... _ .... I ..... J .... ! .... I .... 1 .... i , _ _ ,0 1 2 3 4 5 6 7 8 9 I0

T]ME (SEE)

-A-23-

Figure A-22. Final Acceleratlon, Velocity and Displacement, Time Histories forStation 3700-4, Right, Rib, Radial Motion, 2s Time Scale

M]STY ECHO 3700-d FI-352.3 RMPX].O TR 07 52,5200,0 ....... _......... --,-. _ 2(3,O0

"_ ..... _ ', i .... I ' ' q

N -I Lr)u_ I00,0 I0,(_3,.._ CD

ZZ 0

a: J1/_IV'VV" '- " c_r_

,j -]

-1oo,o -io,o0 Ld(.3 (.bOZ II

-200 0 ....... _ .... i ...........0 I 2

TIME (5C0)

MIST1' CCHO 3700-d FI-352,3 F1MPX].OTR 07 52.52,0 -_-_------- .... ,.... • ....... . _-- , _ ".--_-------_ .... ,....

6,000

(_34,000 bJ

•:'_ 2,000 b_

-.3 _j O.000b_ O.O -- ..--._-- 0

Cd>

-2.000

0 I 2

'TIMEISCC)

MISTT ECHO 3700-d R-352,3 RMPX],O TR 07 52.5

2D,O --------,- ------',-- -,'-------'," -------r- ",'-- ---,----_

tr)6,ODO W

-r

C_) "-_

I..-_ I0,0 4,000

EL);CLJ 2,000 UJ(.3 _-

Ld(.3

/__+.--_"-"", 0,000 ozo_ 0,0 ...... ----4------ >,. _ _jLr) _" _._

-2,000 c_

0 I 2

T]ME (5CC)

-A-24-

i,

Figure A-23. Final Accelerat, ion, Veloctby and Displacement Time Hist`ories forSt,at, ion 3700-4, Right, Rib, Transverse Mot`Ions lOs Time Scale

MISTY ECHO 3700-_t A-262,3 RMPXI,O TR 07 "JO.O

N Lr)

Lr) 20,0 2, BOO LD"-..

bJ

-20,0

- 4O,O '--'--" ' " j =L:L ,...._--.L.._...,...._.__J ,_ _:_-_.___.-L-'---'---'--_.-_-J--_--,"-.=_" "4,00[30 1 2 3 I 5 8 7 8 9 10

I'IME IBCC)

MISTY ECHO 3700-,t A-262,3 RMPX].O TR 07 40.0

0,_ , • ,, .r t _ • ' '_ I '_ ' ' '_ I 'r' ,--r--_ I ' '' '" I "'' ' ' I :_' _ "_T'"r-"r''¢"r'l"-'__]

-1 1,000

0,2 0,500

_- 0.0 0,000

_j -0,2 I

.._ -I ,000>

-0,4 - 1,5O0

"0,6 ___.,...J-..._..-_...._.L...,-.._...._._...L_, _ . 1 _ , _..._.-L,,_, _ , ± I • _._ _ j . I ....

0 I 2 3 4 5 B' 7 8 9 I0

T] MC {5CC )

MISTY ECHO 3700-'1 1_-262,3 RMPXI,O TR 07 't0.0

2,0 "-, _ , , _--_-'--'r-_'-r-"-'_-T--'r-_'r-_'"_-] _ ' ,, i _ ' _ , ' '-, _ ....

Lr3

L)Z

-2,0 -0,925

T_.a -4,0

D_ -6.0 , -)Lr)

-2,775E3

I -3,700

0 I 2 3 4 5 6 7 O 9 10

T1MC 15CC)

-A-25-

Li,,

Figure A-24, Final Acceleration, Velocity and Displacement, Time Hist,ories forSt,at,ion, 3700-4, Right, Rlb, Transverse Mot,lon, 2s Time Scale

MISTYECHO 3700-'4 R-262,3 RMPX],OTR 07 _0.040,0 - , . _..... , . _.............. _ : _ , .... , , .... -= 4,00O

. Cn

, _" ' _1_

0,000 n-0,0 _ P_

-20,0 -2,000 c_

-40,0 ........ ------'-__----J--_ ., .. ._ , . ........ -4,00O0 I 2

TIMEISCC}

N]STYEOliO 3700-'i R-'262,3 RMPXI.OTR,07 40,00,4 ..... • , . ...., _ ---- , • _--,---

1,00O

co _

D,O --_ _>._

-0,50Oo -0,2 L._bJ (cD> -) ,000 r_

-0,4 -l,500 :"

0 I 2

TIME (SICC)

MISTYECHO 3700-4 Fi-262.3RMPX].O']'R07 40.02,0 .... , ' , - ", ,'' mr--'------,--...... , ',

Lr')

"'O,0 ..... _ _ . t . --_- _p--.--..__...p.____ O,000 IZZ C.2

Z -2.0 Z-0,925 _L,..t

unCK

-1,850

Ct%C:3 -5,0 ,'-'*

C_. ,,2,775

-8.0 ..... _ ..... J..... I, , . . ,_0 t

TIMR ISCC)

-A-26-

Figure A-26. Final Accelerat, ions Velocit, y and Displacement Time Histories forStation 3700,.5, Invert_ Vertical Motion, lOs Time Scale

MISTY ECHO 3700.5 RV RMPXI.O TR 09 70.0

300,0 -r-r-r-,--rT-_-_-_',-_-r-r-r-r"r 30, DO

,_ 03

1oo,o ,o,DoF-:

- 100,0 _,_.__,_.C____ _,__..L_,_.__,_,../" IO, DO0 I 2 3 '1 5 6 7 B 9 ' ]0

'riME(src}

MISTY ECHO 3700-5 F)V FIMPX].O TR 09 70,0

4,0-T--,--,--,--,--'r--,--,-_--,-T--,--'_--,--r-,--,--_-,-T-,--r_,--"--'--'--F"--_"--__12,O0

3,O C..)B,ODO ILl

U_ 03", 2.O "_

4.0DO

EZ)

> d-I ,0 -4,0DO

O 1 2 3 4 5 6 7 B 9 I0

T]HC (SCC}

MIST'/ ECHO 3700-5 FIV RMPX}.O TR 09 70,0

036,000 bJ

zz Zc.J 4,ODO ,.-4I--, )D,D

:z: ,3,000b.JL._ b.J

_)o_ O,O \

-2,0DO C3

-1O,O 1__ _ ..L__.__._ i _L_ i _.,.._..,_,1_-._.,--_-I 2 3 4 5 6 7 8 9 I0

" T]HC (SEC}

-A-27-

p

Figure A-26, Final Accelerat, ion, Velocit,y and Displacemen_Time Hlsf_ortes forSgat,ion 3700-5j Invert, _ Vertical Mot,lon, 2s Time Scale

MISTYECHO 3700-5 RV RMPXI,O TR 09 70,0

300,0 ..... _ --, _ '=--,......... _-- 30, O0

N _

un _oo,o . 2o,oo t...o,,...

g _o-,,l

I-- 100,0 " I0,00 P"i

._1

•' 100,0 .... " , ...,_.. J. _,...: : , ..... - lu,uu0 I 2

TIMEtsEc)

MISTY ECHO 3700-5 filV RMPX],O TR 09 70,0

I2,00

3,0

8.000 _1L¢'3

"- 2,0 "-.

>" ,I ,'000I-- I, 0 >-.

o,o..... /_ '-'_ "- _-" - ,,-H-I .0 -4.000

-2,0 I ._0 I 2

TIME (5CC)

MISTY ECHO 3700-5 RV RMPX],O TR 09 70.0

20,0 ...... . .... • .. • '-',----_--r'--"- • _ -_'_- "'---"-,-'-----'---

Lr)6,000

CEZ: C..)

:7'

p_ ,0,0 /'\ 4,000'-z ]l

o:: \,

CL O,0 ..... _ _ ____..i-_ "-""i-- _.+.__._.___+___ O,000 Cl=

u')

2,000 _D

-10.0 ..... i

0 l 2

TIMC ISCC)

-A-28-

t

Figure A-27, Final Acceleratlon_ Velocit, y and Displacement, Time Hiat,orles for'St,abion 3700-5, Invert,, Radial Mot,ion, lOs Time Scale

,,

MISTY COH0 3700-5 Ft-352,3 RMPX},0 TR 09 52,5400,0 -,-_-,-"r't___ =':_--i _ _ ,-,'_'_-,-_"__r ,_-,-_ ,"_: ,=, ,", i "_ _'r_ 40,00

tq Lr)

u_ _oo,0"1 2o,ooco

g g

-200,0 -20,00

I 2 3 t 5 B ? 0 9 I0

TIME ISCO)

MISTY ECHO 3700-5 R-352,3 RMPXI,O TR 09 52.5

2,0 -- , " ", , _=_' i _:_' _ __ _, _ , _ _ _'_-'r'_, _ , i v-_,,, , , , , , i , _-_ , _ ' , ,'_ BoOOO

(.34,000

u_"- I, 0 ",

._ , _,_

j CD

o,o -4 __;_,:: 4-'.:,+-'4-;4:;_-'.--'r_-" :_ o,oooo.

-@,000

0 I 2 3 4 5 B 7 B 9 lO

TIME (sEe)

MISTY ECHO 3700-5 R-352,3 RMPX},0 TR 09 52.520,0 "-r-r"_'-r"r_"r-"_""r"t-'_'r_--f--r-r--t-_--l--'r"r"t-'r-r-': _" _-, ' i -_'_-'_'' i ='""-" '_i= __--_-_-',_--,t-

6, OOOT

I0.0 4,000

_,000L,.J

u_

"2,0_ r_

0 _ 2 3 4 5 5 7 B 9 lO

T]rIC(SCC

-A-29-

Figure A-28, Final Accelera4_lon, Velocity and Displacement` Time Hist`ories forSt,at, ion 3700-5, Invert`, Radial Mot`ion, 2s Time Scale

MISTY CCHO 3700-5 R-352,3 FIMPXI,OTR 09 52.5

400,0 .....---J+------,-......+_ _+........"-'I-----"'_----'_--_'-------"_-'---'- 40,00

N 0")

:_oo,o . _o,00

-_00,0 -m,oo

-4oo,o......... '............. • ' , ._ , "40,00....... . •. ____ _...._.+L + +_ ,

0 I

TIME (5CC)

MISTY CCHO 3700-5 FI-352,3 I=IMPX],OTR 09 52,5

,0 ----------..... -,-----r----------_....---_.------,---.-------_..... _-----------,----6,000

_._ 4,ooo L,.I

"- 1,0 "-.

>_ 2,000

(..) t_

-2,000

0 ITIMIC(SCC}

MISTY ECHO 3700-5 R-352,3 RMPX],O TR 09 52,5

20,0 ---------,--.......,-......"r-----------r-----'----T------_--'---,_---r----------_-----

B,O_I

/- \\ _____ _

F--,IO,O \,--.. 4,ODO v-,Z F-,

Z._-....... 2,000 L_._

! 0,0 ........ _------+-- P-..- t---L_--_=__-_..... ....... ...... _------- 0,000 cc''-... _ (--)

cn __}CL

CJ CnF,-+

-2.,OOO Ca

"lO,O ,......_.aL..... _._____._______ .........0 I

TIME ISCC)

-A-3O..

Figure A-2g, Final Accelerat,ion_ Veloclt,y and Displacement, Time H.lst,orles forSt,at, ion 3700-5, Invert,, Transverse Mot,ton, lOs Time Scale

M]STY COHO 3700-5 R-,262,3 RMPX],O TR 09 '10,0

3OO,O '_'_i _* _ '_i ,' _::_i :,:-,_:_T_.,--,., , T ' ; , ,T'_"_"'__'-"_ 30,_

N 200,0 _,00f,.D

Z

" irf; A,-_ L..... _.._1....... J........... l_i, _.......................... , 0,000

, _ 0,O • we_-'-r-'*_ ' , T-_'-_-,- r _-_ -- - -r..... '_ _-"-" 1 -''_-_ F _- "-'_ I -'_-_-_ r .... -' ,

.)00,0 -10,00 az

0 I 2 3 4 5 @ 7 8 9 10T]HC (5CC)

MISTY ECHO 3700-5 R-262,3 FIMPX],O TR 09 40.0

0,@ ,-r--_, , i-i _"v"_--T_ ,', , _ ,_, ,""P-TL_, _ _ , _ , ; ; • i • ; x-'_ I ,_,-r, w ' ' '; F"_'_"_"r"1

__ 1,5000,4

c.)1,000 L_J

Lr)"- 0,2Z: 0,500>-,

o,o o,o00 >...,c,)c_ -O,BDO C.) '

> -1.0_

-0,4 "1 ,BOO

I 2 3 4 5 8 7 8 9 10]']MC (5CC)

MISTY COHO 3700-5 R-262,3 RMPXI.O TR 09 _0.0

1 4,0 --, :t :, _ • _:i 1 ' "; r-'''v_i , _' _ ' ' '1 ' ' ' _'"i "' , Y-! , r',-r--, • ,T _-v-I

2 , 0 r

:: (--)ca zo,o I; : _: F.+--_.'-+-_4-:_-:;-;: :I-_+--4-_,-.,'-H__H-+-4-_*- o,ooo '-'

., "x -I.0_ c__cE

_'_--4,o ..j

; _ _ -2,000 Lr)

-8,0 -' __:L_.,--_-._..I__-._-.L.__.,-__L_._ , . ! . _ . • _ .... _ , ___,i ,._ -3,0000 I 2 3 4 5 6 ? 8 9 l0

T]HC ISCC)

-A..31-

Figure A-30, Final Accelerat, ton, Velocity and Displacement, Time Hist,ories forSt,at, ion 3700-5) Inver'b, Transverse Mogions 2s Time Scale

MISTY ECHO 3700-5 R-262,3 RMPX],O TR 09 _0,0

300,0 .... _..... --,- .... _ ....... • ....... i ...... --_'--_----'--------' ...... _ 30,00

N _I00.0 20,_

_n LO

")00,0 "I0,_ (i

";_00,0 ...... ___.a_ ............ , . -20,C%3

0 I

1'fMC (SCO)

M]STY COHO 3700-5 A-262.3 RMPX],O TR 09 40.0

0,B -----,'-------_ , " !: _ ' , ", ..... _ ....) '' _.......... ,---- _ ;....

_ 1,500

0,__ I,O00 LJ

"_ 0.2 "__- _ 0,500

0,0 - - -:- ,_ ) 0,000

o -0,500 LJ

-0,2 0-1,000 UJ

10,4_ -I,S_

0 I 2

T]MC (SCC)

MISTY ECHO 3700-5 FI-262.3 RMPX].O TR 09 40.0

4,0 _---_ .... -_- ,..... , " ,..... , .... , .......,--'---"".... I,500

_., o,o ..... I-------+--_--+......_ o,ooo

..j E2

_, -o,_oo5

-I ,000 _-_C._

-I,5_- 4.0 __.--,.__._.--,- .... ...,_...... ..1 .... _ .....

2

T]MC (SCC)

, -A-32..

Figure A-31. PSRV Response Spectrum Calculated for Station 3700,1, TunnelBack, Vert,ical Mot,ion

Figure A-32. PSRV Response Spect,rum Calculated for Station 3700-1, TunnelBacks Radial Motion

-A-34-

Figure A-33, PSRV Response Spectrum Calculated for Star, ion 3700-1, TunnelBack, Transverse Mot, ion

Figure A-34. PSRV Response Spect, rum Calculated for Station 3700-2, Left, Rib,Vertical Motion

-A-36-

,r

Figure A-35. PSRV Response Spect, rum Calculated for St,at, ion 3700-2, Left, Rib,Radial Mot,ion

-A-37--

Figure A-36, PSRV Response Spectrum Calculated for Station 3700-2, Left, Rib,Transverse Mot,ion

Figure A-37, PSRV Response Specbrum Calculabed for Sbaf, ion 3700-3, Free-field, Verbical Motion

3700-3 RV MISTY ECHORMPXI.O TRACK 05 70.0 K-HZ

FREQUENCY- HZ DRI'IPINB- 0.05100, IO.O l.O0 O. I0.

t_ I [.i. I I ! I I I I I [ J I i .I. I I ----Jr ! I I I I I I .l ..... I

• ' • i I" 'i * , _ ._

• '-'G_ " '..... "" ' ' "-_.,,.. ,. ' ',' '_,_ '" ":"""" " '" "" ' ' ',"" ' " ' " '" _":_'":'__:_<_1 ",'

CC3 " _'"_, ' \ " • v,"_' _'_ ' _'' "" _' ''• '_'_' " "' _' ' _<'_• '

- . ,,..'." ;:: .< .. .,, ',' _ ._ _ ,

....... _,? _'_t :' _ ,"C" ,...:' .:'_ ._ ,,. • .,L_,,_L','_ .

,., ... , .._. i']' C . " _, ,.. ..,

,., _, .L.r., .,, .... ._::::)_..[._f<'-"_ ........ ......•..".... ',.<,_,,,..'.'.':,',.<..""< "I _.,,,',<,.:...,;.'.,.' '< ,

__1 ,,, .$.:,jt< ... <' :i , _._..'_ .... " "" ' _<,,......,.,,,,:........,',::,.:<_.',',,.'. ., , _,_S,_, _ , ,,. ., K .',,'KY,._" .' .' _

> , , k.'v, .•'• • . . , •<..,_,>. ) . _ '•_','_' '"'_"''_' '_"_'_•_,\•

I.,... ....... ,f,,, ..._.,...,.', _"_,'_._",I .::".:,.<...'>',"., .'._,_,_'_",,,C) _ [.., .'_, , "_ ,:', "d',,l_'Z¢,,l .' [>" ,', , ",]]L._•: ."

Q- I_ "" " " '_ _ I' '1 "\ "_" .r ' _ • _ "_._,',t. : ._ ._' _'q

bl C'__ '"'' _' '• .i_f'" •_ .?.." . ',,.<• .. ....'"<"' "' "" "';'<'""" '""1 _< _' "'"''" " " "'"""'i-: "1• , _, ,., ,,,,:..;..:..;.,_ :._

_ _ _ _ _•' ,

_.' .' , I'i, ,..,..,.,,,cE.. I.. _....... 4., i,>_._•.."l.l "[I...t"l---J :6+._:,'.'_;;_'e4_'_"----',/ i' ", .'•.' T _..•_', I' ', ._ ',." "

n-" ..._. ...... ",',:',_, k'.i ,.,..._..T ". :< . • :_ ,'. t."._."" L_,:'>'';_•...... '.,. ...... I::t.._. ._1, 4_.,i,,,,, .. "' " ,' , ',:"C3 CI ...... .

• _- _i,' . _ .' l _ . _ i_

.... ,- ",._", •L._..c_:._',,I:--' :. "•i."',-'_,.._,_'_._•W ' .." ", I".., _"e[.-c_"

• _ ', '.'_i! "" ' ' ' • • • • _1 ,' .,'. , ' • • _ " '. ,' . -:i,, i' '

.......... "Ii"," ' ,">.,.':,"'_ :<:""" "i '_ .'t,l.: ,;','\',:.Cl;.,_.";., "" "< _ , "_ "' "'_'!,_ '_,..' " . ' S' • "" "" " " " :"•J_' "_"" .... "' "" _ ...... l'J__ " _,,%' ....... " fFT...,,. ...... _ ._ , _ _•• I ,.'_'•._._ ,<_ •'_C_ N..t.,, ,_ ._ _. .' • "_.' .'x' .ki ,• _ , ,_kl _ .%..' .'_' .'•

. . . _, . ,, ,..• ',_

'"""< ' " '• '_'• ' '_"" "I_"'_"" "_"" • ""_ ""'""' _"' "'<" ' ' (v'" '• '.,I

"_10"_ 10"_ 10° 10'PERIOD - SEC

-A-39-

Figure A-38, PSRV Response Spect,rum Calculated for St,at, ion 3700-3, Free-field, Radial Mof,ion

3700-3 R--352.3 II[STYECHO_RNPXI.O TRROK 05 52,5 K,HZ

FREQUENCY- HZ DRIIPINO- 0,05LO0. tO,O t,O0 O, I0

LJ-J-_...L.!--J I . I ..... J.l I I I J J I , f : I I I I I J i _ [ f . i

' ",,.. '.C7 _.,, ". •'_'::_i, I ," :,i, :,,'.!:._r'..,lZ'-.,' .,':...'], _,'_ ,._" .... '.._ _

• ' ,,3 '-,", _ii 'J.'.:•:'.':,..',L'_"_.z ..' _' ."l ":': _:_' _

_,,.,, .:,....,:, :, _ ,,,,, ,: ,, L.I,. ,,,, ,..._.,. ,

u__'J _._",'.""'"" I!'•::_""'_["_•'L:,,, v...•, , >', , ,. w... _'• .-, x '•'' , ._\. r_ :_.: ..,,._. .,._. '• _k.• .. ._ n. _ _•_._

,. ,._,.,t:,, ., i:,.... ,-, ,.:_:. :,1:', ":"" ._-'_', "_-•.:','::'_",',t '..' ' _ 'l , '_:>]'""','" ."\'_" ..'. "]':" :: :_t't '

,,,,.. -,..... ,., ",.' ,',,,,..' ,.l'..'.-,."':']"i" :"" ' " "o ....... ...,' ,.' " I..,'_'-',",,": '. :..'i'..": "< ': ' "'"':"' ._:. t.'=,'..'1_ _'_• l _ • .,,"_..,"_' :/ ,'

', ',"','"_' '' _ '"'" _", "' "i, ', ",':,_.<,,.,,"'_1 "1 ' ' '" ...... _' '. " " ___ _":> , ..'._<'._'."':" .. : ...... .. _. , ,..;..._!% ,.._._.

_.. • •. '] ,' .. . _. ., ,_ . • ,'_ _0"3 _.'_'.'.:._'• • • • • •'• _' " _ ...... ' _ ' • "'• . • ,' • . _._ , . _ • . • I • _: '• .' _ ,' . _ , ' .:

Z "_,'"., , .',I ',_' 1""' '" _'_ '''' '_''_(_ ,k _ ._1_ • • ' " " ' "'• '" "_ '_" '_" _• i '•_'' ;..n _' _ _' ._'•' , , , ,., - ,. , _'_ _0 , .J . t. ..... 1 ........ ' ,'"..: 'l' ", I'. "'-" _:" • •

:'" - I',- ",.', u" .', ",." ::,,: .. ", I'.,'.>:,":: _'_,, .' , ,--, ....' " ' ' ' ' ....... '_ _ .... " , r'.".',' i', ', , _,,-, • ,_..1:. _, d_rY _•,.' J , ..i. _J,. :_' "_ -_- -

,.__._>. _ ,,.'._.'..r_.._. _.'_: ,.•._5 .... :l'... :J."...:: : !,,:,, _,'_'.".l_:'-:_!_, ''_> ....... ....,[ , ",'<',,', .."_<.r_,.', ', ,.,,,,,....i ,l , ,,., ., , ,,, • • • • ,. ,. ,, , k L, ',, •

''" ......." • ......... ' ' 1 " dcc , ,..,.._.,._, .. .... .,. ........ : , ",_;_<:_,,,'. .', ___] _. ,_.,'_'.• _,_.., . ,. , ,,..._. ,._ , .._____

''." >:_'"_._> "" '_' "" ""_' ">t "_'

""'• " "'<'t"': "' :'_'_'"" _ "' "

r_ L':._..",..... , .. ..... ,. _,-,,.' ' I.• •, ,,, ,' ,'•,' K • •i '•K"=• '_ •" •' ,' "• . • ' , , ,' - 2• , ' ' ' ' ' • ,<•

, ...., ,, ...... -_ .' .., ._ ', :_ ,,;"_,_ :: ..' >_.',, .., ,,• ,'. x , ' ._ .I ,. _, .. , •o

% i ::'_'7;; '':E' "_ "_._..",,','_.'_l :.'..' ,", ,'" "l' ", I', "L ",r,":., .' .'_..' _ , • t.t _,

,.... ,.. ,. _ ,.. ,,_ .,_.::: ._ , , ,:• . ..' ._:. __

"C" ": j''''' "_'_'k'_ "'"'"" ..:.':.l'" :'" "" .'.".,' '-.:",',','.g.,,... . ..• , ",',',:._'_C.'." . ".< . _ ..... _ •._.. . ......

• . -,, ,,.',_,•, l? , ",.,.<._,,.•.'_.,._.. ,• . ,' , •,._'"."_,.,•'_' .. .' .' _ , _ %

• ,".<.. " , :.._.,.._,_.. ] ] ,_,.,_,_,' .' . _, "t_' .... _'"J'" ' "_ ; "I, .', ',.:.,',_,',_,',.' l .i'Ll _'

" '" "',"',',"" ,. -, - :..l'ii:'",","' """ :o

10"_ l 0° 10_PERIOD - SEC

-A-40-

Figure A-39, PSRV Response Spect, rum Calculated for Sf,at, Ion 3700-3, Free-field, Transverse Mof_ion

-A-41-

'4

t'

Figure A-40, PSRVResponse Spect,rum Calculat, ed for S_ation 3700-4, Right, Rib,Ver'_Icat Mot,ion

-A-42-

Figure A-41, PSRVResponse Spectrum Calculated for St,af_lon 3700-4, Righ_, Rib,Radial Mot,lon

-A-43-

Figure A-42, PSRVResponse Specf,rum Calculaf, ed for Sf,abion 3700-4, Righ'b Rib,Transverse Mof,ion

-A.,.44-

Figure A-43, PSRV Response Spectrum Calculat_ed for Sf,al, ion 3700-6, Invert,Ver'_,lca I Motion

-A-45-

Figure A-44, PSRV Response Spect, rum Calcul,at_ed 'Per St,at, ion 3700-5, lnverf,,Radial Mof_ton

-A-46-

Figure A-45. PSRVResponse Spect,rum Calculat,ed for St,at, ion 3700-5, Invert,,Transverse Mot,ion

-A-47-

Figure A-46, Power Density Spectrum Calculated for the Final Data, Station3700-1, Tunnel Back, Vertical Motion

M[ STY CCHO_ :3700-1 RV FIMPX1. O0

, , , , , ,,,_ , • , , , ,,_! , , , , ,',,e , , , ', ',',,,"

-i

I0"_

U.I

x 04° tO.

[0"I

7_10 o.1 t lo 1oo 1oooFREOUENCY (HZ]

-A-48-

Figure A-47, Power Density Spectrum Calculated for the Final Data, St,ation3700-1, Tunnel Back, Radial Motion

MISTY ECHO 3700-1 R-352.3 RMPXI.O0

_n' '..... " "" ' " ............ '.... ' "' " ...... "' .... '"L_J

tO°

,2"

r_l

_J

i._ 0 '1zc2)n

LO'_

i wif-i_ ...... ,L................. _ .... , ._ ..... ,I , ..... ,-.-_-.,._O. l i lO I00 000

FREOUENOY(HZI

-A-49-

Figure A-48. Power Densif, y Spectrum Calculated for the Final Data, St,at, ion3700-1, Tunnel Back, Transverse Motion

MISTYCCHO 3700-1 fl-262,3 I=IMPXI.O0

•,,_,- _ ,'", , r',,_ -,_:, , , ,--,, ,, , , , , , _T,, _ ' T , , ' ' ' ''_

lO'

LO°

Z

_ tO"

tjQ

u,l"To

0_ 10-_

lO"3

i @(3-' ..............O. t I0 tD0 lO00

FREOUENCY(HZ)

-A-50-

Figure A-4g. Power Density Spectrum Calculated for the Final Data, Station3700-2, Left Rib, Vertical Motion

Ml STY ECHOM 3700"2 RV RMPX1.0

tO"_

8,t_ O_O, I I I0 I00 I000

FREOUI']NCT(HZ]

- -A-51-

Figure A-50. Power Densif, y Spectrum Calculat,ed for the Final Dat,a, Station3700-2, Left, Rib, Radial Motion

MISTY CCHO. 3700-2 R-352.3 RMPXI.O

, , T ,'_',,i ' _ ,' , ,',',,,! , , , i ,' , ,1 , , , , , ,,,.]

tO°-,i

i,4

LO" 11

lo' !1

_ iO"_

_ 4t_

, Pi

tO" ]4

tO'+ 1tO4 _I_

6MIO" " .................. _ .............O, I lO I00 I000

FREOUENCT(HZl

-A-52-

Figure A-51. Power Density Spectrum Calculated for the Final Data, St,at, ion3700-2, Left Rib, Transverse Motion

MISTY CCHO 3700-2 1=1-262,3 AHPXI.0

.,,'I I L [ , , III , 1 llllll ...... , '{ , T II{l_,l ' , '11" l, ,lW_ I li Illl , illl_

10° I i

."" tO.,

z

N l0 "_o_UJxO

10.3

[ 0 .4_L_

7_I0_ o.l I lo too 0ooFRCOUENCY (H'Z)

-A-53-

Figure A-52, Power Densit, y Spectrum Calcu!at, ed for the Final Dat,a, St,at, ion3700-3, Free-fields Vert, ical Mot,ion

MISTYCCHO 3700-3 RV RHPX1.04

I00

E

10"l

I0"

m_tO"Q

+tO -4

tO4

to-6mtO"_' ' ' ' ' ' ''" ' ' ' ' ' '' ...... ' ' '"_ --"----'- .....

O, I t tO I00 000

["RI_OtJENCY(HZ)

-A-54-,

p

Figure A-53. Power Density Spectrum Calculat, ed for the Final Dat,a, St,at,Ion3700-3, Free-field, Radial Motion

MISTY _OHOM 3700-3 R-352,3 RMPXI.O

- = ! , v 1_ v ;'l"| -- v 1'" ! ,";-, • ! i - i ...... ! i • i i v Fp = • I JllrNIaI_IW_'I_III_N'_.

t0°

t0'_

I.._ ---t'_to'_

)..tF_

i0,_

_- i0_

10t

10r ___ _4_10" .................. '_ ........ ,_'''u _" '" " ""O, I I I0 lO0 I000

PREOUENCY(HZ}

Figure A-54, Power Density Spectrum Calculaf, ed for the Final Daf,a, Sf,at lon3700-3, Free-field_ Transverse Motion

MISTY COHO 3700-3 R.-26213 RMPXI,0

...... , ' , i ,'_'_i " . ...... . _ • , , , _'i ' ' _ "_'¼ 7- • J _ _ v' '" '," 1-- , , , , f,

tO"

lO'a I

-. 10._f-,w-w

' _ lO"OL.

tOt

[ 0"°

6wlO't o, I _o Ioo IoooF'RCOUEINCY(HZI

-A-56-

Figure A-56, Power Density Spectrum Calculat, edfor the Final Dat_a, Star, ion3700-4, Right, Rlb, Vert_Jcal Motion

MISTY _,CHO 3700-4 RV AMPXI.0

_- , ; , '_",' _', i , ," , i i ;i i , '"_ _ i , , ; i "__

t0_

[0 ++

O, L i0 IOO lOOO

FREOUENCY{HZI

=A-57-

Figure A-56, Power Densit,y Spect,rum Ca,lculabed for t,he Final Dat,a, St,at, lon3700-4, Right, Rib, Radial Mot,ion

MISTY [:OHO 5700"4 A-352,,_ _IMPXI,O

10'l

!

Z

lo",/J

10.2

LNIO 4 .. ._ L , j..._,,,, • , _ , ,,.+l ._. _ ,_, ,,,.J:=. _ ._ .....O, I I0 tO0 000 +

F'RI:'.OUI_NCY(HZ)

Figure A-57, Power,DensI_,ySpec_,rumCalcula_,edfor _,heFinal Da_,asS_,af,lon3700-4,Rlgh_ Rib, TransverseMo_,lon

-A-Sg-

Figure A,-58, =Power Densit,y Spect,rum Calculabed for the Final, Dat,a, Station,3700-5s Invert, j Vert, lcal Motion

MISTY COHO 3700-5 RV NMPXto0

2mtO+O, I I0 I00 IOCO

F'RCOUCNCY(HZ]

-A-60- ' ,

Figure A-59. Power Density Spectrum Calculated for t,he Final. Da'ba, Station3700-5, Invert, Radial Motion

M[STY ECHO 3700-5 A-352,3 AMPX!,O

' ,w , , ", , , ,, i ,', , " , ", , ,", ', _.... , , , , ', , , , i ...... , , ; , , , , ,

w,

10°

tO"cbZ

_ oo_ 10.2U

n

I0"z

Lg_ I_8_ ...................................... _...,___,.....,__....,...,__O.l I I0 lO0 000

_'REOUENC'f(HZl

z

-A-61-

_'' ' "Irl , , li , ' ' MIIlllldr rml,, m ,Bjl]I_. ' "til "PI_'..... " *_llI1'"

Figure A-60. Power Density Spectrum Calculated for the Final Daba, Station3700-5, Invert_ Transverse Motion

i, j

-A-62-

-.

Appendix B: Oround Motion Data Processing Technlques

CONTENTS

B.1 INTRODUCTION .......... ..................................... B-2B 2 DATA CORRECTION ................................. ............ B-2B 3 USE OF STANDARDTECHNIQUES ........................... •...... B-3B 4 DEVELOPMENTOF SOLUTIONS .... ............................... B-5B 5 ANALYSIS OF SOLUTION ....................................... B-8B 6 SUMMARY...................................................... B-9B 7 REFERENCES................................................. B-lO

B-1 _-

B.I INTRODUCTION:

A large body of UNE ground motion data has been collected for the YuccaMountain Project (YMP) over the last 12 years. These data have been collected

to document the characteristics (frequency content, amplitude, signalduration) of UNE ground motions near the repository site. in general, thecharacteristics of the data in this data set have been similar. Thissimilarity has allowed the data processing techniques (see Long, 1988 TP-82for a description)to become "fine tuned" to this specific type of groundmotion data. The objectives of the MISTY ECHOTunnel Dynamics Experiment, andthus the corresponding data recorded, were quite different from the normalsituation. These differences were manifested in frequency content, amplitude,and signal duration. MISTY ECHOdata contained higher frequencies (over 100Hz vs less than 100 Hz for normal data), larger amplitudes (over 30 g vs lessthan 0.05 g), and shorter signal duration (10 s vs 60 s). Raw accelerationtime histories recorded for MISTY ECHOare shown in Figures B-1 through B-15.

Under normal conditions this data set wouldgo through several operationsin processing. The first step is to digitize the data at 500 samples/s.(l'his sample rate is adequate to preserve frequencies to about 200 Hz.) Thesecond step is to purge spurious signals from the data. 36 These "raw" dataare then filtered using Finite Impulse Response (FIR) filters. Low-passfiltering is accomplished first, bhe sample rate is decreased to 200samples/s, and the data are high-pass filtered. After filtering, theseaccelerations are zero averaged and integrated in the frequency domain toyield velocities. The velocities are cor'recbed (trend removal and zeroaveraged) and integrated in the frequency domain to yield displacements.These displacements are corrected (zero averaged and parabolic correction) andthe final data set consisting of filtered accelerations, corrected velocities,and corrected displacements are saved.

The initial attempt to process the MISTY ECHO data followed the aboveprocess with the appropriabe modifications for frequency content (e.g., aninitial sample rate of 1 kHz). This attempt failed for reasons that willbecome apparent in subsequent discussions. Section B.2 describes the datacorrections made to the raw data set. The results and problems in processingthe data by the standard techniques are discussed in Section B.3. Solutionsto the processing problems are developed and tested in Section B.4 Thetechniques used to produce the final data set are analyzed in Section B.5, andsummarized in Section B.6.

B.2 DATA CORRECTION:

The tangential acceleration recorded at Station 3700-1 (Figure B-3) hasbeen selected to illustrate the problems and demonstrate the techniques usedto process these data. There is a noticeable noise sp,ke on this time history

38. Spurious sign@Is m@X orlgina_e from several sources, including _he acquisition sys¢em,

recording sh,seem, or in Cho _ransmission link. See Phi/llps, 5"_earns and Long (199(_) for adiscussion of noise sources and noise removal Cechniques.

B.-2

J

ab 1 second. 37 Although nob noticeable i.n Figure B-3, a noise spike, similarto the spike ab 1 second, occurs near" zero time. The time scale of the da_awas expanded to determine if there were any o_her such spikes in this recordin 'the time domain of major motions (0.! s to 0.3 s). This expansion is sho,nin Figure B-16. This plot shows that there are no obvious noise spikes inthis section of the time history. These noise spikes were eliminated byinterpolating new values for any point less than -10. mis 2 or greater than 10.m/s2 during the two time periods 0.0 to 0.1 s and 0.9 to 1.1 s.

At the same time, the gage orientation in the header record was changedfrom "AT" (indicating acceleration tangential), to "A-262.3" (indicatingacceleration and the orientation of the gage in degrees with respect to shotpoint). The orientation was nob supplied to the data reduction personnel atthe time the data were digitized.

T,o additional problems were still present in the data. The first wasthe existence of noise spikes at zero _ime which were not completelyeliminated by the previously-mentioned purges, or were not affected at alibecause they occurred just before zero time. The specific erroneousamplitudes were identified and replaced with either the preceding or thesucceeding amplitude. This had the effect of eliminating the sudden shift atzero time which may be seen by comparing the before and after plots ofvelocity in Figures B-17 and B-18 respectively.

The second problem was the change in slope of the velocity baseline (seeFigure B-18) close to zero time, but prior to signal arrival. Because _hisoccurs before signal arrival, it is identified as an artifice of theacquisition system. In order to successfully process these data, this problemhad to be solved. The technique used was to select two time periods on eachside of the change' -0.016 to 0.0, and 0.02 to 0.18 s (just before signalarrival). These two time periods were averaged for the acceleration recordand the difference in the averages determined. The average difference wasthen subtracted from the acceleration record for ali data points prior to zerotime. The effect on the velocity record for the example gage can be seen bycomparing Figure B-lg with Figure B-18. Ab _his point ali known anomaliesfrom the start of digitizing out to 25 seconds after' zero time had beenremoved. The period -15. to 25. seconds was chosen for analysis.

B.3 USE OF STANDARDTECHNIQUES:

Ali 15 records were analyzed to determine the power spectrum of thesignals. The low-pass filter limits shown in Table B-1 were determined fromplots like the examples shown in Figures B-20 and B-21. Figure B-20 shows thespectrum of the example gage where the data+noise spectrum (solid line)isgreater than the noise spectrum (dotted line) for the frequencies shown. Thisindicates that the data contains frequencies ab least up to 500 Hz. FigureB-21 shows another example (3700-2 AV) where the highest frequency apparent inthe data is about 3S0 Hz (intersection of the noise and data.noise spectra).Figure B-22 is a plot of the difference between the data+noise and the noise

37, This spike is iden6il_ied as noise because 8here is no ground mo_ion phenc_ena ¢h=¢ wouldexplaln a signml of _hls amplitude, in _his _ime fr=me.

B-3

spectra shown in Figure B-21. Plots of this type were also used indetermining bhe limibs in Table B-l,

TABLE B-1

LOW-PASSFILTER LIMITS USED FOR MISTY ECHO

STATION GAG____EELIMIT IN HERTZ

:' '3700-I 'AV 281I,

'/. _i A-262.3 NoneA-352.3 None

,r

3700-2 AM 346A-262.3 NoneA-352.3 281

3700-3 AV 1.00A-262.3 161A-352,3 161

3700-4 AV NoneA-262.3 300A-352.3 None

i

3700-5 AV 375A-262.3 NoneA-352.3 None

There are two ways the data could be high-pass filtered using thestandard filtering program. First, the normal method is to reduce the samplerate prior to filtering. Because of the frequency content of the signals, anyreduction in sample rate eliminates definition of the higher frequencies andthus elimi'nates data. The second method is to high-pass filter the data atthe initial sample rate of 1000 poinbs per second. At this sample rate s thelowest frequency attainable from the high-pass filter is 0.75 Hz (see Stearns,S. D., Digital Signal Analysis, 1975, Chap 8., Pg 115). This would eliminatelow-frequency noise, but unfortunately it also would eliminate low-frequencydata. Figures B-23 and B-24 show the sample record high-pass filtered at 0.75Hz with no low-pass filtering. Ali records filtered in this manner show zeroresidual displacemenb. 38

Because of the problems with the standard high-pass filter discussed

above it was decided Co do no high-pass filtering ab this time, but to low-pass filter the data at the limits shown in Table 8-1. 'This was done. Whilethe low-pass filter removes high-frequency noise, nobhing has been done to

38. As mentioned earlier, the data processing system has been "fine tuned" to the "standard"UNE. An example of this specialization is the fact tha_ the filter c'ode was developed usingthe assumption that the data are recorded in an elastic material and therefore, no re,s/dualdisplacement would be observed. Ifhl le these data were recorded in the elastic region,restdua/ dlsplacements were observed (possibly due _o localized fal/ures or cavityformatlonj the ground motions in this experiment are 4 orders of magnitude larger thanmeasured in f;he "standard" UNE). Therefore_ this assumption does not apply to these data.Unsuccessfu/ efforts were made to modtfy _he code to hand/e residua/ dlsp/acemen_s.

B-4

remove the low-frequency noise. This low-frequency noise ts Illustrated inFigure B-25. Obviously, the low-frequency curve superimposed on the veloclbymust be removed in order to obtain a usable record.

In years past, data of this sort was processed by estimating the"correct" base line that should exist in the velocity curve and thencorrecting the acceleration record to attain the desired velocity base line.This was aslow painstaking process, for the slope of thebase line had to bechanged over many time periods for each record, However, tn an attempt toprocess these data, this method was tried. The time period zero to 10 secondswas selected for analysis because it appeared that the motion had ceased by 10seconds. The resulting velocity and displacement for the example record isshown in Figures B-26 and B-27. While the velocities shown in Figure B-26 arereasonable, the displacements tn Figure B-27 are questionable because of thenonuniqueness of the solution. In addition, because of the amount ofindividual judgement used in this technique, it is unlikely that two peoplewould derive exactly the same result. It is doubtful bhab the sameindividual, repeating the analysis process, could achieve identical results.This lack of reproducibility is a serious limitation be this method.

B.4 DEVELOPMENT OF SOLUTIONS:

When the hand-adjusted method just illustrated was used regularly inyears past, the large storage capacity of today's computers did not exist, sothe problem could nob be easily approached. However, because the entiresignal of interest can easily be fit into the large capacity of today'smachines, a new approach is possible.

After experimenting with various ideas, one method was determined toproduce satisfactory results. This method was developed using judgement,experience and iteration. The criteria used to evaluate this method includedobservation of the wave shapes, comparison of residual displacements from thetime histories and the measured permanent displacements, and comparison of thefrequency content of the signals before and after correction. This method isdescribed below.

First a numerical integration of acceleration is done to get velocity.Next, the low frequency noise curve present in the velocity record is defined.This curve is differentiated and the result subtracted from the accelerationrecord. The mz!ljor difficulty in the process is in the definition of the curveto be removed from the velocity. This "correction curve," as it will becalled, is defined by working backward in time through the velocity curve

' until a point is reached where the velocity is near zero. This is essentialin determining the curve through the main acceleration phase of the signal.The point where the velocity must be at or near zero is selected as the pointlust before signal arrival ab the station. (For ali of the MISTY ECHOdatathe time of 0.18 s was used.)

The last point of velocity time history is used as the initial pointselected for the correction curve. Note that in the algorithm, this point isstored as the last point of the correction curve. The second point on thecorrection curve is determined from a straight-line interpolation between thecurrent; poin'b and a point on the velocity curve N points back in time. N wasdetermined by estimating the duration of the main acceleration signal _ld

converting bhat time to the number of points using sample rate, In the caseof MISTY ECHO, 1 second, or 1000 points, was used,

The example shown in Figure B-28 will help to illustrate the process.The first interpolation would be made between points A1 and B1 and the pointgenerated on the correction curve wo,,Id be t`he point prior to A1 in time, Thepoint just` generated then becomes A1 and B1 is backed up one point tn time onthe velocity curve and _he next correction curve point` interpolated. Point` A1is always taken as the last point generatèd on t`he correction curve whilepotn_ B1 is taken as the next preceding point in time on the velocity curve,Thus it can be seen that each succeeding correction point` is very close toits _ predecessor and because the B1 points are tàken from the oscillatingvelocity curve, t`he correction curve follows closely _he gradient of thevelocitylcurve but greatly dampens the oscillations.

The point B2 in the diagram is the point before signal arrival. When B1reaches that point the correction curve has been generated up to the point A2.If the process were to continue, the dashed line in Figure B-28 would begenerated as a part of the correctìon curve. To avoid this, ali points on thecorrection curve from A2 to B2 are interpolated using A2 and B2 as t`he endpoints.

Then, using A3 and B3 as st,art ing points, generation of the correctioncurve cont, inues as before. When point B4 (t`he first point on the velocit, ycurve) is reached, N is divided by 2 so that, int, erpolation is made from A4 toBb. Each time point B4 is reached_ N is again divided by 2 unt, i l the enf_irecorrection curve has been generated.

After the correction curve is generated, it` is di fferentiatèd and theresult is subtracted from the acceleration curve. ]'he acceleratìon, velocity,and displacement curves thus generated for t`he example record are shown asFigures B-29, B-30, and B-31 respectively. There is no discernible change inacceleration (compare Fig. B-29 to Fig. B-3), but in order to see how thevelocit`y curve has been changed, it is necessary to compare it to the straightnumerical integration generated within t`he program. It is shown as FigureB-32. Figure B-33 is a plot of the values actually subtracted from thevelocity curve shown in Figure B-32 to attain t`he velocity shown in Figure B-30. At this point the velocity waveform is discernible in detail. However,from the displacement in Figure B-31, it` is obvious tha_ the velociby is onlyclose to what it should be.

Through i teratìon and evaluatìon against the criteria listed above, itwas found that puttìng the datà through the same process a second tìme removedmost of the remaining low-.frequency noise. The results are seen in Figures B-34, B-35, and B-36 for t`he example record. The amount subtracted fromvelocity in this pass is shown in Figure B-37. Figures B-35 and B-37 may becompared to Fi3ure B-30 to see the change in velocity. Figure B-36 is closeto the finaa displacement for this gage. Note that prior to signal arrivalthe background "noise" is clearly visible as displacement deflections, andafter the signal has passed (at about 10 s), the signal returns to background .deflections. After the signal has passed, the displacement should be constantexcept for background deflections. In t`he example case it is not. If thereis slope in the displacement, as t`here is in this case, it may be removed byintr'oducing a relatively slight change in acceleration at the appropriate

polnt ' The point at which the change in slope should occur is a matter ofjudgement. For these data, the points used were either the starting point ofthe record, or the positive or negative peak, If lt is obvious that the slopets constant ttiroughout the record, the correction Is made In the first pointof the data record, Because this will always be well before signal arrival,tt will have no effect on the actual data, If the displacement is level untilthe signal arrives, but then acquires a slope for the remainder of the record(as ls the case in the example in Figure B-36), something has happened duringsignal passage to cause the change in slope.

A slight change could be made to a,,y acceleration polnt and the slopewould be changed from that point on, but the question is, which point shouldbe changed? Let us assume that the most important value being determined by

these recordings is the peak acceleration. If the change in slope occurred ateither the positive or negative peak acceleration, that peak could be lowerthan the actual acceleration. In a study of this kind it is better t,) err tothe side of conservatism if one is to err ab all. Therefore, if a change isto be made in acceleration at this critical point, it is better to subtract asmall amount from the negative peak or add a small amount to the positive peakin order to change the slope in the displacement. This is what was done wherenecessary to produce the final da'ba set.

In the example, it was decided to add -0.319 m/s2 to the negative peakacceleration, which changed it from [email protected] to -149.6 m/s 2, an increase of 0.20per cent in the peak acceleration--a relatively slight change. The results

' may be seen in Figures B-38 through B-40. While there is no discernablechange in acceleration or velocity, the displacement is now level after signalpassage. This is the final displacement record for the example gage. Theother 14 accelerations were processed in a similar manner and required finaladjustments as shown in Table B-2.

B-7

TABLE B-2 "

FINAL ADJUSTMENTS TO ACCELERATION FOR MISTY ECHO

Stabion GaE_e" ' _s_..._men_s _ Change ,inPeak" Amount "-Locat io[_

3700-1 AV O, N/A o,A-352,3 O, N/A O,A-.262,3 -0,319 Neg Peak 0,20

3700-2 AV +0,429 -15 Sec O,A-352,3 +0,322 -15 Sec O,A-262,3 O. N/A O,

3700-3 AV -0. 337 Nag Peak O. 46A-352,3 +0.506 Pos Peal< O. 19A-262 3 -0,178 Neg Peak 0,43

3700-4 AV . O. N/A O,A-352.3 +0.475 -16 Sec O.

A--262,3 O. N/A O.

3700-5 AV +0 752 -15 Sec O.A-352,3 O. N/A O,A-262.3 +0.854 -15 Sec O,

As can be seen from Table B-2_ two-thirds of the time no adjustment tothe peak values was made, and in the cases where an adjustment was made, itwas less than one-half of 1% of the original peak vatue.

B.5 ANALYSIS OF SOLUTION','l

The primary algorithm used in this method of processing is in essence ahigh-pass filter and as such must be inspected f,o determine what effect it hashad on the frequency content of the data. Accordingly, an attempt was made totry to determine this effect.

F i rst, the spectra I content of the s i gna Is after f i Iter ing was determi nedand compared to the spectra I content prior to both the low- pass f i I ter ing andthe high-pass filtering accomplished with the newly-deSigned filter. FigureB-41 shows the specbrum of the raw data and the spectrum of the filtered dataon the same plot for the example record, The ratio of the filtered tounfiltered power density is plof, ted in Figure B-42. Because no low-passfiltering was done on the example record, the same plots are shown for thevertical gage at Station 3700-1 in Figures B-43 and B.-44. This record was

' low-pass f ilbered ab 281 Hz. The changes in power density at the high -_frequency end are all a result of the frequency-domain fi Ibering with theusual low-pass filter. The changes in bhe low-frequency end are due to thenewly-designed Linear Oscillating Numerical Qradienb (LONQ) high-pass filter.

Second, the difference between the "raw" accelerations and the finaloutput accelerations was plotted on the same sca le as the input accelerabionsfor ali gages. The plot for the example gage is shown in Figure B-45.

: B-8

Because the low-pass filter was net used on thls record, the differences aredue solely 5o the changes made by the L,ONQ high-pass ftlber, They appear' bebe well below the level of the noise when compared to Figure B-3, and in fact

are barely discernible when plotted to this scale, The difference plot forthe tangential gage at Station 3700-3 js shown in Figure B-46, Here thedifferences are the sum of the changes made by both the low-pass and high-passfilters and are quite evident, Again, the changes in high frequency arecaused by the low-passfllter while the changes In low frequency are caused b.y_he high-pass filter, This record was chosen for Figure B-46 because t5illustrated best the changes caused by both fillers,

B,6 SUMMARY

The MISTY ECHO data were scrutinized intensely in the analysis processand bile best data set is provided herein as the final data for this event,The processing consisted of the following steps:

1, Ali records were digitized with a 7,5% deviation 'from the center-bandfrequency and a digitizing rate of 1000 points per second,

2, Ali records were digitized wi_h a 15_ deviation from the center-bandfrequency and a digitizing rate of 1000 points per second,

3, Where _he 7,5% records were limited, the 15_ records were selectedfor fur'ther processing. Where there was no limiting, the 7,5% records wereused.

4. Obvious extraneous noise spikes were removed from the records atabout zero time and around 1. s,

' 5. The sudden shift in the acceleration records at zero time was removedby ad]u._ting the records prior to zero time, This could have no effectwhatsoever on the actual data signals,

6. A spectral analysis was done on ali records to determine thefrequency content,

7. Several attempts were made to process these da'ta using previously-proven and accepted procedures.

8. Where the frequency content of the data was determined to be below. 500 Hz, the records involved were low-pass filtered using the normal low-pass

filter to remove the high-frequency noise,

g. Ali records were then processed through 5he LONQ high-pass fil_er"developed specifically for this even5 using a filter' length of 1 s and asignal arrival time o'f 0.18 s.

10. Where 5here was a slope present in 'the displacement record, i5 wasremoved by applying a correction to t,he acceleration record either a5 5he

- firs_ point of acceler'ation (-15 seconds), or by increasing 5he absoluteampli£ude of t,he positive or negative acceleration peak.

B.-g

B,7 REFERENCES

Long, J, W,, 1988, Procedures for AFjcELir'Ing, Dtglf, lzing, Processing, Sf,oringj.aqd Rebr Iev l,]j_l.__'_[o__a f,a_om_nd_'_i_xpi os ions;

Department, Technlcal Procedure (NNA,BgO601,0198)

Phlilips_ J, S,_ S, D, S_earns and J, W, Longt 19g0, "Seismic Daf,a Processing

I using Digital Signal Analysis Techniques", Pr'oceedin_EQg.o_f f,he 36f_hInt, ernabional Insf_rumenf, af, ion Symposium, May" 7f,h - 1Of,h, 19-'90, T

(NNA,910809,0016)

Stearns, S, D, 1975, Di.qlt,ial Signal AnaLysis, Chapt,er 8, p, 116, Hayden BookCompany, Inc,, Roc'_]--i-e_r-_,'-_J_A, 9-0"0630,0069)

B-IO

Figure B-l, ,Raw Acceleration Data from Station 3700-1, Tunnel Back0 Ver4_IcalMotion

,r j

Ml STY ECHOH3700-1 RV RMPX1 ,OO'.FRO1 70.0

200,0 _.O000

IO0,O 10_00N Lr)u1

rr- rf2

15 PER CENTDEVIRT]ON

B-11

Figure B-2, RawAccelerat_ton Da_a from St,a_ion 3700-1, Tunnel Back, RadialMot_ion

200,0 20,00

(_

.. g0 o-.4

(I2

-200.0 -20,00

B-12

Figure B-3. Raw Acceleration Dat,a from Star, ion 3700-1, Tunnel Back,Transverse Motion

MISTY ECHO 3700-1 AT AMPXI,OOTRO1 40.0

200.0 _''' I'",, r"T"--'_''T-r'r' ' u .... _ ' ' ' ' u .... I '' "' I .... u .... - 20.00

lO0.O lO,O0

-]O0.O _ -[O,O0

0 1 2 3 4 5 6 7 8 9 lO

TIME tSEC)

B-13

z

Figure B-4. Raw Acceleration Da_,a from Station 3700-2, Left Rib, VerticalMotion

MISTY EOHO_3700-2 RV AMPXI.0 TR 03 70.0200.0 _ _ , , i ''r'', "--r'v-r'_-'_'_--T--r'-r-_' i ' ' _ r-l-_=_ _ _ u ' _ ' ' I ' ' b , u .... I_' ' "- 20.00

IO0,O I0,00

¢,o (,N

_" ZZ E:3c_')t--4

I-_ O.0 0.000 F-.rr" O_Oc_ Uf,1 _I..JbJ U

c.3 C.3cr-

-]OO.O -IO,O0

-200,0 ..... t .... = , ,,, | , _._ , = ,, •_ = .... i .... = .... I , , , _.= .... -.-20.000 ! 2 3 4 5 6 ? 8 ¢J 10

TIME (5EC]

. 15 PER CENTDEVIflTION

B-14

Figure B-5. Raw Acceleration DaSa from St,ation 3700-2, Left, Rib, RadialMot,ion

MISTY ECHO_3700-2 FIR RMPXI.O TR 03 52.5400.0 -'_, , '_ .... _",,. "_,,, , _ ,,, _ _ ,-,,, I'", , , " i ,-r-, , i, _ '. ,. 40.00

i

200.0 _ 20.00

-200.0 -20,00

-400.0 ..... I .... I .... J , , , , L .... I .... J ..... ! ,_ , , k ..... J .... . -40,000 I 2 3 4 5 B 7 B 9 10

TIME (SEC)_

M 15 PER CENTDEV[RTION

B-15

Figure B-6. Raw Acceleration Data from.Station 3700-2, Left Rib, TransverseMotion

MISTY ECHO 3700-2 F_T RMPXI.O TR 03 40,0

300,0 ' , ", i ' , , t., .... i '_ , , , _ , ", , _ , , ''r'7 _ ' ,"' 'l , , "" I _ ' ' ' 'v , , ..--r- 30,00

200.0 i 20.O0

m

_- Zz r_Jo _-_

b_ ]00.0 - _ lO,O0 (I:

O_ l Ld

Ld _j-J ULd(.j (-_f_) (--)

' O.O . _= 0.000

-IO0,O ._L.J._, , i .... I , , , ,_., ..... I .... t .... I--J--J--.J_J--L.-L--L--L._-J.-J_.--L--L-.L-L_.L--L_-lO,O00 l 2 3 't 5 6 7 8 9 10

TIME (SEC)

B-16

Figure B-7. Raw Acceleration Data from Station 3700-3, Free Field, VerticalMot ion

MISTY ECHO 3700.-3 RV RMPXI.O TR 05 70.0

_DO.0 "'_--_ "1 ' J " '_'' 1 .... I '''r' ' ' ' I ' "' ' ' l" _ ' "r"T_l--'r _ _ _ =|==-r--. _' _-! "," t ,' i-T"r"_r--_ 2Ll. O0

ioo.o _ Io,ooU3

Z . 0CD _

_ Ct_

L1 _1

--I _ r,I

UC3 _rJ _

0.0 '-,m,4--,'__.,_*;-,--.-,_._,_........"rr...._...._.....--...."r"-'_'_r_.....--.........._ .............T,........

-lD0,0 _.L._.L___L._ I .... I = L _ L_L..L.-'. , , l .... I ...... _J_.__.L-_ .J-.._L-__..L-._-:.-t0,000 ] 2 3 4 5 B 7 O 9 10

TIME [SEC)

B-17

" =_,;LFI_ ' .... "' Ill1'=r_:_H'=r,,, fl "H '1# ....... =I,1' , "'"""_'lll ...... Ill_l_ll...... I]lt="'l_="= 'III' IIlqllr''=," _llr,, II,pill _,.... _'111

Figure B-8. Raw Acceleration Data from St,at, ion 3700-3, Free Field, RadialMot,ion

MISTY ECHO. 3700-3 RR RMPXI.O TR 05 52.5

300.0 .... i _ . , , i , ,"_",--l--_'-_',-T-_:j • . , , _ "_--'-'_T"--_ , , i , , _ _ _ _-_'-'--_ 30.00

/

200.O 20.00

'_ tr)

"-. 100,0 [0,00

:r- ' , Zz c3cD

I-! | rr-

]

n.-"' U /,

,/_ -.]Lc3Ld 0,0 L lM,. ..... " ;-'I- _ : :-_"-I-:' ::;'4=I :,.,,_:--, _.;_-.:=.,...:.I-=_..:-_._:_.,-.: _ ,-4_._:_ _: -_. 0.000 _Ld

C_Q2 , cT-

-100.0 - _ -10.00

-200,0 ...,..., , , J ..... J .... I .... , ..... I ..... _ .... , .... I ..... I .... :-20,000 1 2 .'] 4 5 6 7 B 9 10

TIMF:(SF:C)

15 PER CENT OEVIRT]ON

B-18

Figure B-g. Raw Acceleration Dat, a from Star, ion 3700-3, Free Field,Transverse Motion

MISTT ECHO 3700-3 AT RMPXI.O TR 05 dO.O

]O0.O , , , , i_T-, . i , ,', , I ' _"_ T--r'T'_'-T-'r--'r"

75.0 7. 500

: B-19

i,, '-,111 _ ,,, MI,,n ,

' ,,' ,, .... H, ........ 'llrl".... ,,H.... _ "_"_' '1_ " ,)I_,_HI,' '

Figure B-lO. Raw Acceteraf, ion Data from Sbation 3700-4, Right, Rib, Vertical• Motion

300.0 .. 30,00

tr)\ 200.0 20,00 c9

ZZ

_'_

t--, O:

_: LLJILJ .-.I-jLdr,J lO0,O , - I0,00 C_IC._ LDO_. , CE

L,

- 100.0 -J__--_--_.--_-_--_-__I--L--L__-L--L.___,_J--_.. I , , , _L L-L-L-L-_.-L.J---L-J-..L.± .... J , , , ,, - l O,O0

0 .1 2 3 4 5 B 7 B g lD

TIHE (SF'C}

B-20

Figure B-11, Raw Acceleration Daf,a from Star, ion 3700-4, Right_ Rib, RadialMot,ion

MISTY ECHO 3700-4 FtR F_MPX1.0 TR 07 52.5

200,0 --r-_--_-,-_ , , , , i T_--l_l _-_ , _ '"_'_ ;-, _"_ ' _'' , ' , I .... _--, Y','T--r--r--r-"_ 20,00

100.0 _ I0.00

N (n

tr) fib

ZZ LT_

ac LdbJ , _j--J LIlaJ (_o c_3

-lOO.O -I0,00

-200,0 _-J .... I . _, _ I , , , , I ,.__.___._.____._____, I .... -20,000 1 2 3 4 5 6 7 B g 10

TIME (5ED)

B-21

Figure B-12. Raw Acceleration Dat,a from St,at,ion 3700-4, Right, Rib, TransverseMot,ion

MISTY ECHO 3700-4 RT RMPXi.O TR O7,40,0

200.0 -'.".. , F'""' _-'r-r "r'-r-'r'_ i . .:, _ I . . _ , w _ ' , r"l-r-" _ , I ' '--r'-r-i_'_ !'' ' i '-,--_'"_- 20.00

I00,0 10.00Lr)

I[2Z

Z 0

I_A Lul

C__ C_Ifr- _

0 1 2 3 4 5 B 7 B 9 10

TIME (SEO)

B-22

Figure B'13. Raw Acceleration Data from Station 3700-5, Invert,, VerticalMotion '

MISTY ECHO 3700-5 flV I=IMPXI.O TR 09 70.0

300,0 30, O0

200.0 20.00

O.0 O, 000

-100,0 ..... I .... a ,, , , ! , _ , , J .... i , , , , I ,_., , _ a .... J .... I ....... -]O,O00 1 2 3 4 5 B 7 8 g lO

TIMC (SCC)

B-23

Figure B-14, Raw Acceleration Daf, a from S_at, ion 3700-5, Invert,, Radial Mot, ion

i

MISTY ECHO 3700-5 RR RMPXI,0 TR 09 52.5

400,0 ...., _ _"_ i'_-_ , , T--r-, _ r _ _ • , _ i--r--T--_ _ r _ , , , _ , _ , , i ,-, _ , i _ ,L, _-T-r..r--r.-r_ - 40°00

200.0 20. O0

tn

E

g o=o.o 0,000

M _J

Ca _

-_00.0 -20,00

-4OO,O _-__L_L_ l .... = , J.___. I .... I , • , • I .... I .... I ___, , J .... I , , , = "40.000 I 2 3 4 5 6 7 8 9 10

TIME ISEO}

B-24

Figure B-15. Raw Acceleration Data from Station 3100-5, Invert, TransverseMotion

MISTY ECHO 3700-5 AT RNPXI.O TR 09 40.0

, )_ 300,0 "' , , ' I .... )" ' ' ' ) .... ) .... I "' ' ' i _ .... ) .... w _ ,_--" T ' ' , _ 30,00

200.0 2O, O0

r. Lr)t/3_. I00.0 tO,O0 __u

_- Zz ED

(-_ rr-C n__-: LtJbJ __1

M ')"_-.... _ ............. J......... ' ....... J ............... '......................... *............... ' .......... 0,000 b_l. oo,,...........................................................................,........................112 IIl" rr"

-100.0 -10,00

/-200.0 , , ,__j__l .... ) , , , , I , , ,_,_l .... j .... l,_L , , , = .... = , ,., ,__'-20.00

0 1 2 3 4 5 6 7 8 9 10

TIM_ (5E0)

B-25_

z

Figure B-18. Expanded View of Initial Transverse Data Recorded at Station3700-1

MISTY ECHO 3700-1 R-262.3 RMPXI.OOTR01 40.0

200.0 ......J.... ,, ., , ,' ' .' ". ' • -'" LI .... • '-_'---'-, :--. ' '_' .' .'---_ 20.DO

100.0 lO.DO

Lr1

z O

!--, 0.0 ---,'vvv-.,- ,,,',,,,-v ..... r,v-_v- • v..... v I l_/ ' v_'t"cE t'Y

n,..- li t.j

L,J _.j•-J L,JbJrj C._

C..)CE . CE

-IDO.O _ -IO.DO

-200.0 ..... = ' • , .___ _ __ _ ._ _ .... ' _ -20.00O. 10 O. 15 0.20 0.2S 0.30

TIME (sEe)

B-26

Figure B-17. Expanded View of Transverse Velocity ab Stat, ion 3700-1 BeforeSpike Removal

MISTY ECHO 3700-I fl-262.3 flMPXI.OOTR01 dO.OO. 50 ' '" ,- , , ' ' '1 , , ", " ' ,

I, 000

O. O0 ; ...................... ; ; --+.-_----_ O,000

CD_J

1:Z F-4h_

t-_ "O 25 >____ • ___

C3CD

M

-0.50

-2.000

t t

-0,75

-3._0

-1 .DO ......... i ............... _ ........- 0

TIME (SEC_

B-27

Figure B-18. Expanded View of Trarsverse V-.iocit,y at, St,at,ion 3700-1 AfterSp i ke Removal

MISTT ECHO 3700-1 n'-262.3 flMPXI.OOTR O1 40.D

2.000

O.O - .4 J .... _ ..... O.O00

(_9Ld

u_ U')

-2. 000 _-_..J 6.7UJ CD> _J

U.J

-4.000

-6. 000

-2.0 ....... ' ........ --_--------, , .. -,----

1 O

TLM[: (SEe,]

B-28

Figure B-19, Expanded View of Transverse Velocif, y at, St,at, ion 3700-1 Aft, erSlope Correct ion

MISTY ECHO 3700-1 R-262.3 RMPXI.0OTR O1 d0.0

2.000

O, 0 ............ }' _.... _ 0 t O,000(_3LJ

tri Lr3

CJ -2,000 _-_C3 (._3

" IJ

"1.0

-4.000

-2,0 .... ' _ , ......... _ I __.____-_ .......- D

TIME [SEC]

B-29

Figure B-20. Power Density Spectra of Noise and Data for TransverseAccelerat, on at Station 3700-1

MISTYCOHO 3700-1 R-262,3 RMPXI,O0

, , , .......

101

SOL[D LINF.-DRTFIDOTTEDL1NE-BRCKSROUNDNO]SF

B-30

Figure B-21, Power Densit, y Spect`ra of Noise and Daf_a for VertìcatAcceleratìon at, Statìon 3700-2

SOL IO L INF.-DRTRDOTTED L INE:-BFIC,KC_ROUND NO ISE

B-31

Figure B-22, Difference Bef_ween f_he Noise and Daba Power Spect_ra Plof_t, edvet'sus Frequency for Verb iea I Accelerat, ion al, Sf_ation 3700-2

15 PE:R CE:NT DEVIRTIDN

B-32

Figure B-23. Transverse Velocit, y from St,at, ion 3700-1 AfSer "Normal" High-pass'Filtering at 0.75 Hz

MISTY ECHO 3700-1 R-262.3 RMPXI.OOTR O1 40.0

0.4 ....... ,_ ......

1,000

O.500

CJLM

(.3

d o_1

_ -0,500

-0.2

"'1,000

- O, 4 ---"J- .... _ ._..-...i.- .... I .... _I._A. 1 , _ _

-,_0 -10 0 10 20 30

TIME (SEC_

B-33

Figure B_-24, Transverse Displacement from St,ation 3700-1 Aft,er "Normal" High-pass Filt, erlng at, 0,75 Hz

MISTY ECHO 3700-1 R-262 3 RMPXI.OOTR Ol 40.0

3,0 -........ , .......... ,......... , .', .... '.' , ......

I,00o

2.0 -

O,500

_ (.f')

z

8 -_ rVVVaA^_ _ . 0.000fl_

-] .0 _

-o. 500

i

-2.0

-I.00o

-20 - l O 0 10 20 _0

T IME (SEC)

B-34

Figure B-25, Transverse Veloctt, y from St)at, ion 3700-1 Showing SignalSuperimposed on Low Frequency Noise

MISTY ECHO_ 3700-I RV AMPXI.OO'rROI 70.0B,O

15,00

4,0

IO,O0

B-35

Figure B-26. Transverse Velocit, y from St,af_ion 3700-1 Aft, er "Hand" Correcf, ion

HISTY ECHO 3700-1 R-262.3 FIHPX!.OOTROi 40.0r

_ 1,000i1'

i II

. _ ..... . ....t O, 2 ......................... !

- O,500

[5b.J

o _M CD

, . . .

Iii. -'0,500

II-O,2 --11................................

I !• -1,000i

I i

I

, 0 1 2 3 4 5 6 ;7 8 9 10TIHE (SEC)

i

B-36

Figure B-27, Transverse Displacement from Station 3700-1 Afber "Hand"Correction

MISTY ECHO 3700-1 R-262.3 RMPXI,OOTR Oi 40,0

!0,0 _-==,-=,,-,,,, .._. ," . .... ',". , , ,', ..,i ''l_.' '_'__' ........

//_ _ _ 3,700rJ ........ _..../ .

, ,............. - _

6 _

- I,850 I-_

t,0 ........ ._.,s ...... _

ma. ju_ a..

C_ - 0,925 _-_C_

2,0 ....

O.O ._ i : _ : : : ........ t _ : : : : :. ,, : : : , : : : : .... _+_+_+_+_ 0,000

-2.0 I ..................... m,, .... J....... , .... 1.0 I 2 3 4 S a 7 8 9 10

TIME (SEOJ

B-37

L.

Figure B-28, Illusf_raf_iorl of Auf_omated Correction Technique

o ._ o

B-38

Figure B-2g. Transverse Acceleration fro., Station 3700-1 After One PassThrough Automated Correction Technique

MISTY ECHO 3700-i R-262.3 RMPXI.OOTR Ol 40.0

200,0 ............. ,,., ............. , .... . 20,00

, tO,O0100.0

-]00.0 ...... ..... -10.00

.... _20, O0-200,0 ........................ ' .....

-15 -10 -5 0 5 10 15 20 25

TIME (5EC)

o "J_"_

Figure B-30. Transverse Velocity from Station 3700-1 After One Pass ThroughAutomated Correction Technique

MISTY ECHO 3700-I FI-262.3 FIMPXI.OOTR Ol 40.0

0,4 , , , , , , , , , , , , , , , i , , , , , , , , , _-.., i ,

l.000

- 1.000

z

B-40

Figure B-31. Transverse Displacement from Station 3700-1 After One PassThrough Automated Correction Technique

MISTY [:Ct tO 3700-1 fl-262.3 RMPXI.OOTR O! 'lO.O20.0 _. . . ,....,...... . , . . ., , , _. . . . ,.., , ,, _, . ,.-,. , .... -,

-'_0,0 ........ ,, -,

... --IB,O0

B-41

Figure B-32. Numerical Inf, egration of Correcf, ed (i.e., Spike and SlopeRemoval) Transverse Acceleraf, ion from Sf,al, ion 3700-1

MISTY COHO 3700-I FI-262.3 RMPXI.OOTR Ol 40.0_0,0 , • • , , , , , . , , , • ,'-,, , • _-_ , , , , , , , , • • • ,

_ 80.0O

|

__ 40.

,/10.0 ........ / (J

/ MI

r 20,0O _.

/o _J _

-20, O0

-IO.O ................................- 15 -I0 -S 0 S lO 5 _ 2,5

TIME (SEC}

B-42

Figure B-33, Differece Bef,ween baf,a Shown In Figure B-32 and Figure B-30

MISTT ECHO 3700-1 R-..262,3 AHPXI,OOTROi 40,0

20,0 " " '........... ' ' ......... I ........_ 60. O0

40,00

10,0 .............. '_/- c-)

/ _Jun u'3

o.o h i , T- T

-20,00

-15 -lO "5 0 5 10 15 20 25TIME (5E:C)

B-43

Figure B-34. Transverse Acceleration from Station 3700-1 After Second PassThrough Au_omat,ed Correcf_ion Technique

MISTY ECHO 3700-1 t=1-262.3 FIMPXI.OOTRO1 40.0200,0 , , , ,. , , , , ,-,,, . , , ..... , Y , , , ....... _ 20.00

100.0 ............ = tO.O0

-100.0 ............... -[0,00

-_0,00-_00,0 _L __ __ A__ , _-L L _ . _ • 4 * • l * • l , A , i L ., , , _ _ • a L J I "

-IS -lO -5 0 5 10 ]5 20 25

T]ME [5ED]

B-44

Figure B-35, Transverse Velocity from Sf,a_,ion 3700-1 After Second PassThrough Au_,omated Correction Technique

MIs'rY ECHO 3700--I R-262,3 AMPXI.0OTR O1 40.0O,4 ---r._-_ , , _- _---r--- _ --_--_ _ _ =_- ---_--r--_--r-- -_'r--

- I, 000

0.2 -- "--

0,500

0

12

C).--.1 (.3a./ O

U

-0,500

-0.2

"1,000

15 -10 -5 0 5 10 15 20 25

TIME ISED)

B-45

Figure B-36, Transverse Displacemenf, from Sf,ab'ion 3700-1 Aft;er Second PassThrough Auf,omat;ed Correct, ion Technique

MISTY [CHO 3700-1 R-262.3 RHPXI.0OTR 01 40,06,0

@,000

B-46

Figure B-37. Velocity Curve Subbract_ed from Trsnsverse Velocity in the SecondPass Through Automated Correct, ion Technique

MISTY CDHO 3700-I A-262,3 RMPXI.OOTR Ol 40.0

1.000

O.SO0

C_)l_J

_) Lr)

= t2

d _b_l

I/V >-0. 500

-I .BOO

15 -I0 - 0 S )O 15 20

TIME _SEC)

B-47

Figure B'38, Final Transverse Acceleration Curve from S_,a_,ton 3700-1

MISTY ECHO 3700-I fl-262,3 FIMP×I.OOTROi 40,0

200,0 .,_-_-,..-_- .... , ,..,. , ., ,_ _ . , , _=_---_--_---_--_-_--_-_--_--T----_--,--_-_-----_-,_ 20,00,

-lO0,O ...... - ... -tO,O0

-aO,O0

15 - 10 -5 (:) B 10 15 20 25TIME (SEC)

B-48

Figure B-39, Final Transverse Veloclt, y Curve from St,at, ion 3700-1

MISTY E;OHO 3700-] R-262.3 RMPXI.OOTREll 40.0O,P _6 .... I , , _, , _ , _'_v"--_'--'__'_"l''V"" _'r"'l-'-" _"1--'_''1r _ i-'_ v

o

1,000

•"l ,000

B-49

Figure B-40, Final Transverse Oisplacemen_ Curve from Sf,atlon 3700-1

4,0

-4,0

t-15 -lO -5 O 5 ID 15 20 25

TIME(SE(])

B-60

p

Figure B-41, Comparison of the Power Density Spectra of the Raw and FinalData for Transverse Accelera'blon from Stag'Ion 3700-1

Ez

B-51

Figure B...42. Difference of bhe Power Denstf.,y Specbra of f, he Raw and FinalDaba for Transverse Acceleraf, ion from Sbat, ion 3700,-1 Plof, bedversus Frequency

MISTY I_CHO 3700-1 R-262,3 RMPXI,O0

10a

2.i0 "=o,i 1 lo toa 10o0

FREOUCI_C'I' (HZ1

B-52=

Figure B-43. Comparison of the Power Density Spectra of the Raw and FinalDaba for Vertical Accelerabion from Star, ion 3700-1

MISTY COHOM 3700-I RV RMPXI.O0

i

lO-_,,w

O. I I0 tO0 fOODFREQUENCY(HZ}

9= B-53

F i gure B-44 Di fference of the Power Dens i t,y Spect, ra of t,he Raw and F i na tDat, a for Vert;ical Accelerat, ion from St, at, ion 3700-1 Plot, bed

versus Frequency'

2HlO"_O. I 10 I_ 1_0

: FREOLIENCY(HZ)

Figure B-45. Difference Between Raw and Final Transverse Accelerations fromS_,ation 3700-I

MISTY ECHO 3700-I R-262.3 RMPXI.OOTR Ol 40.0

200,0 --, , , " t '-t---f-,, I _ , , , I ' ' _-'" I ' ' _ ' '1 .... I ' r--r-"r l ' v''_ , 20,00

lOO.O lO,O0

,_, Lr')

o-_ LD

Z

Z CD_--_

(iz rxC_ LJbJ _J•-J b.JbJ C_)CO 0C_)LI: CE

-]00.0 -10,00

-200.0 ____.________L_._,, , J .... t__.__._,__.L_ ..... _ ..... -20,0015 -10 "5 0 5 lO 15 20 25

TIME [SEC)

R-K_;

Figure B-46. Difference Between Raw and Final Transverse Accelerat, ions fromSt, at, i on 3700-3

40.0 -- 4.000

20,0 _ 2.000r_ LF)

_-'- Z

Z C3C_'.O "-4_-' ., , , I ..... I,, ',.:.JI I ........ '..................................... ( ................. O,L)O0 I.....

f._ | 6..]6.J _.J--J LJL,J 0t9 t.)

_: -2.000-20,0

-40,0 4,000

B-56

_

Appendix C: Tunnel Convergence ExperimentTape Extensometer Calibrations _nd Data

This appendix contains information concern ing the tape extensometer used inthe tunnel convergence measurements of the Tunnel Dynamics Experiment,. Thisinformation includes extensometer calibration data, logs of the visualinspection performed on the holes drilled for the tape extensometer anchorsand the primary extensometer data.

C.-1

EP-0020

ReD 0

Page 24

TAPE EXTENSOMETER CALIBRATION DATA FORM

Manufacturer Model _ Type

ID NUMBER' A]_- SERIAL NI_ER: _0 3 a /-3.

EXPERIMENT: '_v_l_t'm_V_-_ ,,.,_,c_ _ _X_(o_l',t_,_!_, EP#:OO2_REV O__O__

ACTIVITY LOCATION' I_/:& _c,c_../'_e_, L,_. .... DIAL GAGE ID: ....._._" .:: .... ..

MANUFACTURER MANUFACTURER'S CALIBRATION

SERIAL NUMBER

CALl BRAT1 ON _DIAL GAUGE' Fi_ 21° _._X:_Oi _/_ II/?/??

TEMP. SENSOR' _ . _/C_ lO7,1-_,_-_'2/ '._.___

DISPLACEMENT DATAUNITS' ,'_c_e_ TEST TEMP.'_'C- (Units)

REFERENCE READOUT REFERENCE READOUT REFERENCE READOUT. DATE & TIME

_,_ _._ _._'_ I,Z_ _._ol t,_( . _/_/_.., _('_o_'o $ I,6_'_...o_.o:_____j__ _o .._5"_?_ ,J..q_0 _ A,od _ _"_ ,_,_sz .o_.:_so! _,.___......._,_.ooL J_S_A_L_ u^

__ _aig_ _ -3..9_..:...3..._.9_ /, _?-_ 0 ,_oo_ .... 1,7"_2 'j ii/II/_ [; II:30

DISTANCE DATA

}_EAD_NG NO__ BEADING _ _i_._ (Units)

2. _ _/_ ...... _ v,_....AVERAGE _,6_/_

COMMENTS: (initial and date all,comments, make reference to logbooks as" appropriate) t, =,_l_. +ke _e_ _v_%,_.v,¢_ e_,'_4 _¢z('es q_ "tl',#ies

............................ _.:_.._ v.e._...__._._Jf.t.._H.- X ..................

Print" _/eu_ _/_,_ .... Signature' A .-- Date (I/(,/_

Figure 9. Calibration Data Form for the Tape Extensometer

Page / of ._..=

C-2

i

=

EP-0020

Rev 0

Page 24

_TAPE EXTENSQMETER CALIBRATION DATA .FORM

• k ,, , , .. .. , ,,, i --TAPE EXTENSOMETER: __/__IX_!_ _C._ 37) _0_ _'_7' _'ctDe_-x_%c _'_e ["Manufacturer Model l Type

ID NUMBER: h)/_" SERIAL NUMBER: 2_0 _ _ [ "2

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12 I_ I(_ _5 _ 34 56

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. 11-18-88-_2 133,8797599,_9150105,53430138,89_75142,0_195139,?830_)I_1,33000

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12-19-88 9 133,7872599,45250I05,45_?5138,8955014_,05950137,7867514133975

12"20-88 10 133,78_75 99,46b0 105,_5375138,887'/5142,06150139,789501413_075 5 b12-21-88 II 133,7840099,4530105,45400138,88b00142,05650137,7695014133550

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(,l-Rb-B9_7 133,8500099,49500105,_Bbb5138,89475142,0b_513'/,79115141,3_b00

02-0_..895% 133,8538%99,51175I05,M93R5138,8883_I_R,056_5137,789'/5141,35025

C-8

Appendtx D

Information from the Reference Information BaseUsed in this Reports

This report contains no information from the Reference Information Base,

Candidate Informationfor the

Reference Information Base

This report contains no candidate information for the Reference InformationBase,

Candidate informationfor th(

Site & Engineering Properties Data Base

This report contains no candidate information for the Site EngineeringProperties Data Base,

D-l/D-2

DISTRIBUTION LIST

I J, W, Bartlett, Director (RW-l) l S, J, Brocoum (RW-22)

Office of Civilian Radioactive Analysis and Verification Division

Waste Management Office of Civilian Radioactive

U,S, Department of Energy Waste Management

i000 Independence Avenue, S,W, U,S, Department of Energy

Washington, DC 20585 I000 Independence Avenue, S,W,

Washington, DC 20585

l F, G, Peters, Deputy Director (RW-2)

Office of Civilian Radioactive i J, Roberts, Acting Assoc, Dir,

Waste Management (RW-30)

U,S, Department of Energy Office of Systems and Compliance

i000 Independe'nce Avenue, S,W. Office of Civilian Radioactive

Washington, DC 20585 Waste Management

U,S, Department of Energy

i T, H, leases (RW-4) i000 Independence Avenue, S,W,C_

Office of otrateglc Planning Washington, DC 20585

and International Programs

Office of Civilian Radioactive i J, Roberts (RW-33)

Waste Management Director, Regulatory Compliance

U,S, Department of Energy Division

1000 Independence Avenue, S.W, Office of Civilian Radioactive

Washington, DC 20585 Waste Management

U.S, Department of Energy

1 J, D. Saltzman (RW-5) iO00 Independence Avenue, S.W,

Office of External Relations Washington, DC 20585Office of Civilian Radioactive

Waste Management I G. J, Parker (RW-332)

U,S, Department of Energy Office of Civilian Radioactive

lO00 Independence Avenue, S.W, Waste Management

Washington, DC 20585 U.S. Department of Energy

i000 Independence Avenue, S,W,

1 Samuel Rousso (RW-IO) Washington, DC 20585

Office of Program and Resources

Management i R. A. Milner (RW-40)

Office of Civilian Radioactive Office of Storage and Transportation

Waste Management Office of Civilian Radioactive

U.S, Department of Energy Waste Management

i000 Independence Avenue, S.W, U.S. Department of Energy

Washington, DC 20585 i000 Independence Avenue, S.W.


i J, C. Bresee (RW-IO)

Office of Civilian Radioactive i S, Rousso, Acting Assoc. Director

Waste Management (RW-50)

U.S0 Department of Energy Office of Contract Business

i000 Independence Avenue, S.W. Management

Washington, DC 20585 Office of Civilian Radioactive

Waste Management

I C. P. Gertz (RW-20) U.S. Department of Energy

Office of Geologic Disposal i000 Independence Avenue, S.W.

Office of Civilian Radioactive Washington, DC 20585

Waste Management

U,S. Department of EnerBy

i000 Independence Avenue, S.W,


i Trudy Wood (RW-52) I C. L. West, Director

Director, M&O Management Division Office of External Affairs

Office of Civilian Radioactive DOE Field Office, Nevada

Waste Management U.S0 Department of Energy

U.S. Department of Energy P.O. Box 98518

i000 Independence Avenue, S.W. Las Vegas, NV 89193-8518

Washington, DC 2058512 Technical Information Officer

I D. U. Deere, Chairman DOE Nevada Field Office

Nuclear Waste Technical Review Board U.S. Department of Energyii00 Wilson Blvd. #910 P.O. Box 9851f

Arlington, VA 22209-2297 Las Vegas, NV 89193-8518

i Dr. Clarence R. Allen i P. K. Fitzsimmons, TechnicalNuclear Waste Technical Review Board Advisor

I000 E. California Blvd0 Office of Assistant Manager for

Pasadena, CA 91106 Enviro_nental Safety and HealthDOE Field Office, Nevada

I Dr. John E. Cantlon U.S. Department of EnergyNuclear Waste Technical Review Board P.O. Box 98518

].795 Bramble Dr. Las Vegas, NV 89193-8518

East Lansing, MI 48823

I D. R. Elle, DirectorI Dr. Melvin W. Carter Environmental Protection Division

Nuclear Waste Technical Review Board DOE Nevada Field Office

4621 Ellisbury Dr., N.E. U.S. Department of EnergyAtlanta, GA 30332 P.O. Box 98518

Las Vegas, NV 89193-8518

I Dr, Donald Langmuir

Nuclear Waste Technical Review Board I Repository Licensing & Quality109 So. Lookout Mountain Cr. Assurance

Golden, CO 80401 Project Directorate

Division of Waste Management

i Dr. D. Warner North U.So Nuclear Regulatory Commission

Nuclear Waste Technical Review Board Washington, DC 20555Decision Focus, Inc.

4984 E1 Camino Real i Senior Project Manager for YuccaLos Altos, CA 94062 Mountain

Repository Project Branch

I Dr. Dennis L. Price Division of Waste Management

Nuclear Wast Technical Review Board U.So Nuclear Regulatory Commission

I011 Evergreen Way Washington, DC 20555

Blacksburg, VA 24060I NRC Document Control Desk

I Dr. Ellis D. Verink Division of Waste Management

Nuclear Waste Technical Review Board U,S. Nuclear Regulatory Commission

4401 N.W. 18rh Piace Washington, DC 20555Gainesville, FL 32605

I P. T. Prestholt

5 C. P. Gertz, Project Manager NRC Site Representative

Yucca Mountain Site Characterization 301 E. Stewart Ave., Room 203

Project Office Las Vegas, NV 89101U.S. Department of EnergyP.O. Box 98608--MS 523 i E. P. Binnall

Las Vegas, NV 89193-8608 Field Systems Group Leader

Building 50B/4235

Lawrence Berkeley Laboratory

Berkeley, CA 94720_

2

i Center for Nuclear Waste i J. S, Stuckless

Regulatory Analyses Geological Division Coordinator6220 Culebra Road MS 913

Drawer 28510 Yucca Mountain Project

San Antonio, TX 78284 U.S. Geological SurveyP.O. Box 25046

3 W. L. Clarke Denver, CO 80225

Technical Project Officer for YMP

Attn: YMP/LRC I D. H. Appel, Chief

Lawrence Livermore National Hydrologic Investigations Program

Laboratory MS 421

P.O. Box 5514 U.S. Geological SurveyLivermore, CA 94551 P.O. Box 25046

Den_er, CO 802254 R. J. Herbst

Technical Project Officer for YMP 1 E. J. HelleyN-5, Mail Stop J521 Branch of Western Regional Geology

, Los Alamos National Laboratory MS 427

P.O. Box 1663 U.S, Geological SurveyLos Alamos, NM 87545 345 Middlefield Road

Menlo Park, CA 94025i H. N. Kalia

Exploratory Shaft Test Manager I R. W. Craig, Chief

Los Alamos National Laboratory Nevada Operations Office

Mail Stop 527 U.S. Geological Survey

I01 Convention Center Dr., Suite 820 lOl Convention Center Drive

Las Vegas, bW 89109 Suite 860, MS 509

Las Vegas, NV 891091 J. F. Divine

Assistant Director for 1 D. Zesiger

Engineering Geology U.S. Geological Survey

U.S. Geological Survey I01 Convention Center Dr.106 National Center Suite 860 - MS 509

12201 Sunrise Valley Dr. Las Vegas, NV 89109Reston, VA 22092

1 R. V, Watkins, Chief

L. R. Hayes Project Planning and Management

Technical Project Officer U.S. Geological Survey

Yucca Mountain Project Branch--MS 425 P.O. Box 25046

U.S. Geological Survey 421 Federal CenterP.O. Box 25046 Denver, CO 80225

Denver, CO 802251 A. L. Flint

1 V. R. Schneider U.S. Geological Survey

Asst. Chief Hydrologist--MS 414 MS 721Office of Program Coordination P.O. Box 327

& Technical Support Mercury, NV 89023

U.S. Geological Survey12201 Sunrise Valley Drive 1 D. A. Beck

Reston, VA 22092 U.S. Geological Survey

1500 E. Tropicana, Suite 201

Las Vegas, NV 89119

I P. A. Glancy 2 L. D. Foust

U.S. Geological Survey Nevada Site Manager

Federal Building, Room 224 TRW Environmental Safety SystemsCarson City, NV 89701 101 Convention Center Drive

Suite 540, MS 423

1 Sherman S. C. Wu Las Vegas, NV 89109Branch of Astrogeology

U.S. Geological Survey 1 C. E. Ezra

2255 N. Gemini Dr° YMP Support Project Manager

Flagstaff, AZ 86001 EG&G Energy Measurements, Inc,MS V-02

i J. H, Sass P.O. Box 1912

Branch of Tectonophysics Las Vegas, NV 89125U.S. Geological Survey

2255 N. Gemini Dr. 1 R. E. Jackson, Program Manager

Flagstaff, AZ 86001 Roy F. Weston, Inc.

955 L'Enfant Plaza, Southwest

1 DeWayne A. Campbell Washington, DC 20024Technical Project Officer for YMPU.S. Bureau of Reclamation 1 Technical Information Center

Code D-3790 Roy F. Weston, Inc.

P.O. Box 25007 955 L'Enfant Plaza, Southwest

Denver, CO 80225 Washington, DC 20024

1 K. W. Causseaux 1 D. Hedges, Vice President,

NHP Reports Chief Quality As_urance

U.S. Geological Survey Roy F. Weston, Inc.

421 Federal Center 4425 Spring Mountain Road, Suite 300

P.O. Box 25046 Las Vegas, NV 89102Denver, CO 80225

1 D° L. Fraser, General Manager1 W. R. Keefer Reynolds Electrical & Engineering Co,

U.S. Geological Survey Mail Stop 555913 Federal Center P.O. Box 98521

P.O. Box 25046 Las Vegas, NV 89193-8521Denver, CO 80225

1 R. F. Pritchett

1 J. H. Nelson Technical Project Officer for h_P

Technical Project Officer for YMP Reynolds Electrical & Engineering Co.Science Applications International MS 408

Corp. P°O. Box 98521

i01 Convention Center Dr. Las Vegas, NV 89193-8521Suite 407

Las Vegas, NV 89109 1 B. W, Colston

President/General Manager

2 SAIC-T&MSS Library Las Vegas Branch

Science Applications International Raytheon Services NevadaCorp. MS 416

i01 Convention Center Dr. P.O. Box 95487

Suite 407 Las Vegas, NV 89193-5487Las Vegas, NV 89].09

I R. L. Bullock 3 R. R. Loux, ,Jr.

Technical Project Officer for YMP Executive Director

Raytheon Services Nevada Nuclear Waste Project OfficeSuite P250, MS 403 State of Nevada

i01 Convention Center Dr. Evergreen Center, Suite 252

Las Vegas, NV 89109 1802 North Carson StreetCarson City, NV 89710

i R. E, Lowder

Technical Project Officer for YMP i C. 11. Johnson

MAC Technical Services Technical Program Manager

i01 Convention Center Drive Nuclear Waste Project OfficeSuite II00 State of Nevada

Las Vegas, NV 89109 Evergreen Center, Suite 2521802 North Carson Street

i Paul Eslinger, Manager Carson City, NV 89710

PASS ProgramPacific Northwest l,aboratories i John Fordham

P.O. Box 999 Water Resources Center

Richland, WA 99352 Desert Research InstituteP.O. Box 60220

i A. T. Tamura Reno, NV 89506

Science and Technology DivisionOffice of Scientific and Technical I Dr. Martin Mifflin

Information " Water Resources Center

U.S. Department of Energy Desert Research InstituteP.O. Box 62 2505 Chandler Avenue, Suite I

Oak Ridge, TN 37831 Las Vegas, NV 89].20

I Carlos G. Bell, Jr. I Eric Anderson

Professor of Civil Engineering Mountain West Research-Southwest

Civil and Mechanical Engineering Inc,

Department 2901 N0 Central Ave. #I000

University of Nevada, Las Vegas Phoenix, AZ 85012-2730

4505 South Maryland Parkway

Las Vegas, NV 89154 i Department of Comprehensive Planning

Clark County

1 C. F. Costa, Director 225 Bridger Avenue, 7th Floor

Nuclear Radiation Assessment Las Vegas, NV 89155Division p

U.S0 Environmental Protection i Planning Department

Agency Nye County

Enviror_ental Monitoring Systems P.O. Box 153

Laboratory Tonopah, NV 89049P.O. Box 93478

Las Vegas, NV 89193-3478 1 Lincoln County Commission

Lincoln County

1 ONWI Library P.O. Box 90Battelle Columbus Laboratory Pioche, NV 89043.Office of Nuclear Waste Isolation

505 King Avenue 5 Judy ForemasterColumbus, OH 43201 City of Caliente

P.O. Box 158

1 T. Hay, Executive Assistant Caliente, NV 89008i

Office of the Governor

State of Nevada

Capitol Complex

Carson City, NV 89710

5

I Economic Development Department i Glenn Van Roekel

City of Las Vegas Director of Conununity Development400 East Stewart Avenue P,O, Box 158

Las Vegas, NV 89101 Caliente, NV 89008

I Community Planning & Development i Ray Williams, Jr.

City of North Las Vegas P,O. Box i0P.O. Box 4086 Austin, NV 89310

North Las Vegas, NV 89030i Leonard J. Fiorenzi

i Director of Community Planning P.O. Box 257

City of Boulder City Eureka, NV 89316P.O. Box 367

Boulder City, NV 89005 i Brad MettamP.O. Box 539

I Commission of the European Goldfield, NV 89013Communi ties

200 Rue de la Loi I Bjorn SelinderB-I049 Brussels 190 W. First St.

BELGIUM Fallon, NV 89406

2 M. J. Dorsey, Librarian I Charles Thistlethwaite, AICPYMP Research and Study Center Associate Planner

Reynolds Electrical & Engineering Planning DepartmentCo., Inc. Drawer L

MS 407 Independence, CA 93526P.O. Box 98521

Las Vegas, NV 89193-8521 I Duane Labreche

RE/SPEC, Inc,

1 Amy Anderson 4775 Indian School Rd., NE

Argonne National Laboratory Suite 300Building 362 Albuquerque, NM 871109700 So. Cass Ave.

Argonne, IL 604391 6300 T O. Hunter

1 Steve Bradhurst 1 6310 T E Blejwas, Actg.

P.O. Box 1510 1 6312 F W Bingham

Reno, NV 89505 1 6313 L S Costin

1 6315 F B Nimick, Actg.

1 Phillip Niedzeilski- Eichner 1 6316 R P Sandoval

13013 Lee Jackson Highway 2 6318 R J Macer for

Fairfax, VA 22033 i00/1232833/SAND89 -0972/QA2 6318 I,. J, Erickson for DRMS

1 Vernon Poe file 55/F20-10/18/88P.O. Box 1026 1 6319 R, R. Richards

Hawthorne, NV 89415

5 3141 S. A, Landenberger

1 Jason Pitts 8 3145 Document Processing=

Lincoln County Courthouse for DOE/OSTIPioche, NV 89043 3 3151 G. C. Claycomb

20 6341 WMT Library

1 Michael L. Baughman I 6410 D.A. Dahlgren35 Clark Road 1 8523-2 Central Technical Files

Fiskdale, MA 01518 i 9300 J. E, Powell

I. 9310 J.D. PlimptonI 9311 A.J. Chabai

3 9514 J.S. Phillips

*L!. ,_. COVEI_NHI,]NTI'l.'_[NTIN(',()FFI(:Iii: 1!)92-67 "_-0"_"_/(:_40046

SAND89-0972/2

The number in the lower right-hand corneris an accession number used for Office ofCivilian Radioactive Waste Managementpurposes only. lt should not be usedwhen ordering this publication.

NNA.911118.0081

" rlr_ rq _h _ , 1111

/I

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