MATHEMATICAL MODELLING OF UNDRAINED CLAY BEHAVIOR.

Jean Herve Prevost, Kaare Hoeg

Research output: Contribution to conferencePaperpeer-review

Abstract

THe proposed general analytical model describes the anisotropic, elastoplastic, path-dependent, stress-strain properties of inviscid saturated clays under undrained conditions. Determination of the model parameters is achieved by using results from strain-controlled simple shear tests on a saturated clay. Thereafter, the model's accuracy is evaluated by applying it to predict the results of other tests on the same clay, including monotonic and cyclic loading. The model explains the very anisotropic shear strength behavior observed for weak marine clays.

Original languageEnglish (US)
StatePublished - Jan 1 2017
EventSoc of Eng Sci, Annu Meet, 13th - Hampton, VA, USA
Duration: Nov 1 1976Nov 3 1976

Other

OtherSoc of Eng Sci, Annu Meet, 13th
CityHampton, VA, USA
Period11/1/7611/3/76

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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