On a three-dimensional anisotropic plasticity model for soil

Presents an extension to plasticity model for soils by including an anisotropic bounding surface. As an application of the model, a simulation of kaolin clay under undrained triaxial extension following anisotropic consolidation is presented.

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Veröffentlicht in:Géotechnique 1995-06, Vol.45 (2), p.301-305
Hauptverfasser: CROUCH, R. S, WOLF, J. P
Format: Artikel
Sprache:eng
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Zusammenfassung:Presents an extension to plasticity model for soils by including an anisotropic bounding surface. As an application of the model, a simulation of kaolin clay under undrained triaxial extension following anisotropic consolidation is presented.
ISSN:0016-8505
1751-7656
DOI:10.1680/geot.1995.45.2.301