2008-11-24_PERMIT FILE - C1996083 ‎(14)‎

• Permit No: C1996083
• IBM Index Class Name: Permit File
• Doc Date: 11/24/2008
• Doc Name: Geotechnical Evaluation of Mine-Induced Seismicity on Bruce Park Dam, GEI Consultants, June 2002
• Section_Exhibit Name: Volume X Bruce Park Dam Geotechnical Studies
• Media Type: D
• Archive: No

1
List of Tables
Table 3.1 Material Properties used in the Pseudo-Static Analysis of the Main Dam
Table 3.2 Material Properties used in the SHAKE Model of the Main Dam
Table 4.1 Material Properties Used in Back-Calculation of Bedrock Shear Strength
Table 4.2 Material Properties Used in Static Stability Analyses of Post-Failure
Landslide
Table 4.3 Results of the Static Analyses on Post-Failure Landslide
Table 4.4 Material Properties Used in Pseudo-Static Stability Analyses of the Post-
Failure Landslide
Table 4.5 Results of the Pseudo-Static Analyses on Post-Failure Landslide
Table 4.6 Material Properties Used in the SHAKE Model of the Landslide
Table 4.7 Results of the Deformation Analyses on Post-Failure Landslide for Single
Event
Table 4.8 Estimated Cumulative Permanent Deformation
List of Figures
Figure 1.1
Figure 1.2
Figure 2.1
Figure 2.2
Figure 2.3
r Figure 2.4
Figure 2.5
Figure 3.1
Figure 3.2
Figure 3.3
Figure 3.4
Figure 4.1
Figure 4.2
Figure 4.3
Site Vicinity Map
Main Dam, Saddle Dam and Landslide
North-South Component of El Centro Earthquake
Selected Ground Motion for Magnitude 4.2 Earthquake
Selected Ground Motion for Magnitude 2.5 Earthquake
Selected Ground Motion for Magnitude 2.0 Earthquake
Selected Ground Motion for Magnitude 1.75 Earthquake
Cross Section of Main Dam Used in Pseudo-Static Analysis
One-Dimensional SHAKE-Model of Main Dam
Computed Acceleration at Dam Crest
Yield Acceleration and Average Maximum Acceleration of Main Dam
Representative Cross Section of Prefailure Landslide
Representative Cross Section of Postfailure Landslide
One-Dimensional SHAKE-Model of Landslide .
List of Appendices
Appendix A Undrained Strength Versus Consolidation Stress Plots of New Embankment,
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Appendix G
Appendix H
Old Embankment, and Foundation Soils
Pseudo-Static Analysis - Main Dam
SHAKE Analysis - Main Dam
Static Stability Analysis - Pre-Failure Landslide
Static Stability Analysis of Post-Failure Landslide
Pseudo-Static Analysis of Post-Failure Landslide
SHAKE Analysis - Landslide
Computer Outputs of Program NMARK - Landslide