期刊
MECHANICS RESEARCH COMMUNICATIONS
卷 29, 期 4, 页码 241-245出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/S0093-6413(02)00252-5
关键词
anisotropy; clay; critical state; plasticity; soil
类别
An anisotropic clay plasticity constitutive model is extended to include a non-associative flow rule for the successful simulation of the response under undrained loading for some normally consolidated sensitive clays, including possible softening response, without altering otherwise the simple basic structure of the formulation. The model has been developed within the framework of critical state soil mechanics (CSSM) for the triaxial space. The model's structure deviates, in general, from the particular premises of CSSM in regards to a unique critical state line in the space of void ratio and effective pressure, in order to simulate observed experimental data. (C) 2002 Published by Elsevier Science Ltd.
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