Stress-Strain Input for Equivalent-Linear Analysesby Albert T.F. Chen,
Serial Information: Journal of the Geotechnical Engineering Division, 1979, Vol. 105, Issue 9, Pg. 1096-1100
Document Type: Journal Paper
Abstract: The purpose of this technical note is to investigate the sensitivity of computation of the equivalent-linear analysis to the choice of the stress-strain input and to demonstrate the need for care in selecting the correct set of properties. The computer program used in this study is SHAKE and the stress-strain relations considered are the S&I and the H& D relations. Soil types considered in this study are restricted to clays.
Subject Headings: Stress strain relations | Sensitivity analysis | Stress analysis | Computer software | Soil classification | Clays
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