Brief Report
Sep 1979
Stress-Strain Input for Equivalent-Linear Analyses
Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 9
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.
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Published In
Journal of the Geotechnical Engineering Division
Volume 105 • Issue 9 • September 1979
Pages: 1096 - 1100
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Sep 1979
Published online: Feb 11, 2021
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Authors
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Albert T.F. Chen, M.ASCE
Research Civ. Engr., U.S. Geological Survey, Menlo Park, Calif
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.