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

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Table 1 Target Response Spectrum: Average Horizontal Component, 84 th percentile Frequency (Hz) 84th .10000 .05357 .13333 .09307 .20000 .16393 .25000 .20520 .33333 .28713 .50000 .45474 .66667 .62946 1.00000 .92656 1.33333 1.19524 1.66667 1.41412 2.00000 1.62141 2.50000 1.87789 3.33333 2.13510 5.00000 2.27501 6.66667 2.18103 10.00000 1.83484 13.33333 1.57392 20.00000 1.26975 33.33333 1.06524 100.00000 .96089 PACIFIC ENGINEERING and ANALYSIS 5
Earthquak e Table 2 Basis Time Histories Year M Rupture Site Mechanism Rupture Dist.(km) V S (30m) (m/sec) Component Landers 1992 7.3 SS* Lucerne 2.2 684.9 260 Kobe 1995 6.9 SS Takarazuk 0.3 312.0 090 a Kocaeli 1999 7.5 SS Arcelik 13.5 297.0 090 * Strike slip PACIFIC ENGINEERING and ANALYSIS 6
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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 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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