Transcription of Seismic Coefficients for Pseudostatic Slope Analysis
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Seismic Coefficients for Pseudostatic Slope Analysis
1 Senior Staff Engineer, Kleinfelder, Inc., Pleasanton, USA. Email: Professor, University of Idaho, Moscow, USA. Email: World Conference on Earthquake EngineeringVancouver, , CanadaAugust 1-6, 2004 Paper No. 369 Seismic Coefficients FOR Pseudostatic Slope ANALYSISC ristiano MELO1 and Sunil SHARMA2 SUMMARYP seudostatic Analysis is one of the simplest approaches used in earthquake engineering to analyze the seismicresponse of soil embankments and slopes. However, the choice of Seismic Coefficients used in the analysiscan be arbitrary and generally lacks rationale.
The finite element method has been used extensively to analyze stresses in a variety of man-made and natural slopes, especially embankment slopes where the desired stresses are often located along a curved failure surface through the interior of the embankment. The accuracy of a finite element analysis depends on the
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