2013
DOI: 10.1785/0120110347
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Site Response and Basin Waves in the Sacramento–San Joaquin Delta, California

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Cited by 10 publications
(4 citation statements)
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“…Site amplification factors were then computed based on the site-specific V S 30, Z 1, and Z 2.5 for each of the basecase profiles relative to the firm rock site conditions. Site-specific Z 1 and Z 2.5 of 1.2 and 4.0 km, respectively, are based on the models for the Delta developed by Fletcher and Boatwright (2013) and Thurber et al (2007), respectively.…”
Section: Basin Effectsmentioning
confidence: 99%
“…Site amplification factors were then computed based on the site-specific V S 30, Z 1, and Z 2.5 for each of the basecase profiles relative to the firm rock site conditions. Site-specific Z 1 and Z 2.5 of 1.2 and 4.0 km, respectively, are based on the models for the Delta developed by Fletcher and Boatwright (2013) and Thurber et al (2007), respectively.…”
Section: Basin Effectsmentioning
confidence: 99%
“…, ; Jack R. Benjamin with URS Corporation , ]. Because of the high economic if not personal impact of levee failure, we have been studying aspects of seismic hazard of the Delta since 2006 [ Fletcher and Boatwright , ].…”
Section: Introductionmentioning
confidence: 99%
“…If a number of levees simultaneously fail as a result of shaking from a severe local earthquake, then salt water from the San Francisco Bay could contaminate the freshwater in the Delta, making the water nonpotable [DRMS, 2006;Jack R. Benjamin with Risk Management Assoc., 2005;Jack R. Benjamin with URS Corporation, 2007]. Because of the high economic if not personal impact of levee failure, we have been studying aspects of seismic hazard of the Delta since 2006 [Fletcher and Boatwright, 2013].…”
Section: Introductionmentioning
confidence: 99%
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