Embankment dams: Seismic design and analysis
U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1989 - Technology & Engineering
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F Dilative or contractive determination 3 6
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accelerogram APPROX bedrock Bureau of Reclamation Casitas Dam column computed cone penetration test corrected blow count correlation crest curves cyclic loading cyclic triaxial tests deformation analysis deposits depth Design and Analysis determine developed dilative downstream drill hole dynamic deformation dynamic loading earthquake loading earthquake magnitude earthquake records embankment dams empirical procedure estimate factor of safety foundation materials foundation soil freeboard Geotechnical Engineering gravel ground motions hammer indicate Jackson Lake Dam laboratory testing liquefaction analysis liquefaction evaluation liquefaction potential magnitude and distance methods obtained occur ORILLING overburden pressure peak acceleration penetration resistance testing percent permanent deformation pore pressure potentially liquefiable sampler sand Seed and Idriss seismic potential SHAKE shear stress shear surfaces shear wave velocity shearing resistance slope stability Soil Liquefaction SPT blow count SPT results Standard Penetration Test steady-state shear strength steady-state strength strain stress ratio undrained upstream USBR velocity spectrum intensity void ratio zones