Nonlinear Seismic Response of Soft Clay Sites

by Ram D. Singh, (A.M.ASCE), Sr. Project Engr.; Woodward-Clyde Consultants, 5120 Butler Pike, Plymouth Meeting, Pa. 19462,
Izzat M. Idriss, (F.ASCE), Principal; Woodward-Clyde Consultants, San Francisco, Calif. 94111,
Earl H. Doyle, (M.ASCE), Sr. Research Engr.; Shell Development Co., Houston, Tex, 77025,
Ricardo Debry, (M.ASCE), Assoc. Prof.; Dept. of Civ. Engrg., Rensselaer Polytechnic Inst., Troy, N.Y. 12181,


Serial Information: Journal of the Geotechnical Engineering Division, 1981, Vol. 107, Issue 9, Pg. 1201-1218


Document Type: Journal Paper

Abstract: A nonlinear stress-strain model, utilizing Ramberg-Osgood idealization of backbone curve and allowing for its progressive degradation due to cyclic loading, is used to conduct site response studies at two soft clay sites. The sites selected are: (1) Southern Pacific Building, San Francisco, and (2) Station No. 119 Site, Tokyo, Japan. The subsurface conditions and the material properties used in analyses are presented. The computer program DCHARM used for nonlinear analysis allows for progressive degradation of the backbone curve. For comparison the results obtained from program SHAKE using equivalent linear idealization are also presented. The program DCHARM is shown to provide ground response results closer to the recorded data than SHAKE. The results obtained indicate that substantially higher accelerations and durations of earthquakes are needed to cause significant degradation of soft clay.

Subject Headings: Soft soils | Clays | Seismic tests | Nonlinear response | Seismic effects | Material properties | Chemical degradation | Site investigation | Curvature | Model analysis | Stress strain relations | Japan | Asia | Tokyo

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