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SELECTION OF METHOD FOR SEISMIC SLOPE STABILITY ANALYSIS (1991)
The seismic stability of natural slopes in clayey materials is a subject about which much uncertanty still exists. Therefore selection of the method for the seismic slope stability analysis is an important part of solving the problem. In this paper the basic elements of the pseudostatic method, the sliding block method and the Ishihara's method are discussed.
Reference:
Second international conference on recent advances in geotechnical earthquake engineering and soil dynamics, St Louis, Missouri
Second international conference on recent advances in geotechnical earthquake engineering and soil dynamics, St Louis, Missouri
Organization:
Department of Civil and Environmental EngineeringUniversity of California
USA
Department of Civil and Environmental EngineeringUniversity of California
USA
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