PLASTICITY MODEL FOR UNDRAINED STRESS-STRAIN BEHAVIOR.

Jean-Herve Prevost, K. Hoeg

Research output: Contribution to conferencePaper

5 Scopus citations

Abstract

A general analytical model is proposed which describes the anisotropic, elasto-plastic, path-dependent stress-strain properties of inviscid saturated clays under undrained loading conditions. The basic principles of the model are presented along with a general interpretation of its main features and capabilities. The model predictions are compared with laboratory results from undrained triaxial and simple shear tests on clays. A method is proposed to evaluate the coefficient of effective lateral stress in simple shear samples at failure.

Original languageEnglish (US)
Pages255-261
Number of pages7
StatePublished - Jan 1 1978
EventProc of the Int Conf on Soil Mech and Found Eng, 9th - Tokyo, Jpn
Duration: Jul 11 1977Jul 15 1977

Other

OtherProc of the Int Conf on Soil Mech and Found Eng, 9th
CityTokyo, Jpn
Period7/11/777/15/77

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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    Prevost, J-H., & Hoeg, K. (1978). PLASTICITY MODEL FOR UNDRAINED STRESS-STRAIN BEHAVIOR.. 255-261. Paper presented at Proc of the Int Conf on Soil Mech and Found Eng, 9th, Tokyo, Jpn, .