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Seismic Stability Evaluation Report
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Seismic Stability Evaluation Report
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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
- Page 67 and 68: Appendix B Laboratory Test Results
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- Page 71 and 72: TABLE B-1 SUMMARY OF LABORATORY TES
- Page 73 and 74: TABLE B-3 SUMMARY OF CONSOLIDATED U
- Page 75 and 76: TABLE B-4 UNCONFINED COMRESSION TES
- Page 109: Appendix C Reference Drawings: LIST
- Page 126 and 127: 856 Seaview Drive PACIFIC ENGINEERI
- Page 129 and 130: Reference: American Society of Civi
- Page 131 and 132: Earthquak e Table 2 Basis Time Hist
- Page 133 and 134: Figure Set 2. Spectrally matched ac
- Page 135 and 136: Figure Set 2 (cont.) PACIFIC ENGINE
- Page 137 and 138: Figure Set 3. Spectrally matched ac
- Page 139 and 140: Figure Set 3 (cont.) PACIFIC ENGINE
- Page 141 and 142: Figure Set 4. Spectrally matched ac
- Page 143 and 144: Figure Set 4 (cont.) PACIFIC ENGINE