Research Article
Mar 1975
Effective Stress-Strain-Strength Model for Soils
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VIEW THE REPLYAuthors: Jean-Herve Prevost and Kaare Hoeg, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 3
Abstract
An analytical model is proposed that treats soil as an elastic-plastic strain-hardening or strain softening, frictional material. The formulation, which is based on the critical state model developed by Cambridge University, ties together undrained and drained loading situations, and nonlinear behavior is accounted for by specifying appropriate yield functions and using an associative flow rule. Mathematically simple but realistic yield functions are proposed to facilitate closed-form solutions. The incremental stress-strain relationships are developed for use in finite element analyses, and, as an illustration. the drained expansion of a cylindrical cavity (pressure meter test) is analyzed.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 3 • March 1975
Pages: 259 - 278
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Mar 1975
Published online: Feb 10, 2021
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Jean-Herve Prevost
Research Fellow, Norwegian Geotechnical Inst., Oslo, Norway
Kaare Hoeg, M.ASCE
Dir., Norwegian Geotechnical Inst., Oslo, Norway
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