Scaled Memory Model for Undrained Behavior of Anisotropic Clays
作者： J. P. Bardet
DOI: 10.1061/(ASCE)0733-9410(1995)121:11(755)
关键词:
摘要: The author presents a constitutive model to describe the undrained behavior of anisotropic clays subjected generalized loadings. is based on concept scaled memory, with capabilities that were previously established for one-dimensional cyclic responses extended six-dimensional monotonic Scaled memory simpler than multiyield surface plasticity and just as suitable modeling behavior. A simulation stress-strain consolidated during combined triaxial-torsional tests illustrates model.
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