Dingee Reservoir Final Seismic Report - East Bay Municipal Utility ...

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Figure Set 3 (cont.) PACIFIC ENGINEERING and ANALYSIS 15
Figure Set 4. Spectrally matched acceleration, velocity, and displacement time histories using the M 6.9, 1995 Kobe earthquake site Takarazuka (Table 1) as a basis time history. The following Figures show the spectral match (linear and logarithmic axes) as well as the spectral match-to-target ratios. PACIFIC ENGINEERING and ANALYSIS 16
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Seismic Stability Evaluation Report
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1.0 Introduction 1.1 Background Thi
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2.0 Project Description 2.1 Site Se
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3.0 Geotechnical Exploration and La
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advanced using a hollow stem auger.
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3.3 Laboratory Testing Soil and roc
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5.0 Subsurface Conditions Based on
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Native Material The in-situ moistur
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For slope stability analyses, both
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We have tabulated the results for b
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Table 8 Seismic Slope Stability Ana
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8.0 Conclusions and Summary of Dam
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Mitigating Liquefaction Hazards in
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Reservoir Roof B A A’ XV-11 (Sta.
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DINGEE RESERVOIR DAM SEISMIC STABIL
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Elevation (Feet) 780 770 760 750 Re
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U-Line: PI =0.9*(LL-8) 60 50 40 30
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Total Density (PCF) 775.0 770.0 765
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0.200 0.300 0.400 0.500 0.600 0.700
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5000.0 4500.0 4000.0 3500.0 3000.0
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5000.0 4500.0 4000.0 3500.0 3000.0
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5000.0 4500.0 4000.0 3500.0 3000.0
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Material m (pcf) Dam Fill 126.8 Na
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Material m (pcf) sat (pcf) c (psf
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Material m (pcf) sat (pcf) C T (p
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1.5 Displacement (ft) 1.0 0.5 Kobe
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Appendix B Laboratory Test Results
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2 62 63 64 65 66 67 68 69 70 71 72
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TABLE B-1 SUMMARY OF LABORATORY TES
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TABLE B-3 SUMMARY OF CONSOLIDATED U
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TABLE B-4 UNCONFINED COMRESSION TES
Page 109: Appendix C Reference Drawings: LIST
Page 125 and 126: Appendix E Ground Motion Studies Pa
Page 127: The next Generation Attenuation rel
Page 130 and 131: Table 1 Target Response Spectrum: A
Page 132 and 133: Figure 1. Median plus 1-sigma respo
Page 134 and 135: Figure Set 2 (cont.) PACIFIC ENGINE
Page 144: Figure Set 4 (cont.) PACIFIC ENGINE
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Dingee Reservoir Final Seismic Report - East Bay Municipal Utility ...

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