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Simple elastoplasticity for natural clays

Lookup NU author(s): Robert Hiley, Professor Mohamed Rouainia

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Abstract

A simple framework is presented to model the mechanical behaviour of natural clays under general loading conditions, including non-monotonic loading. Transformation of the isotropic model to accommodate anisotropic hardening involves simple modifications to the flow rule and plastic modulus.

Publication metadata

Author(s): Hiley RA, Rouainia M

Editor(s): Oñate E; Owen DRJ

Publication type: Conference Proceedings (inc. Abstract)

Publication status: Published

Conference Name: COMPLAS 2005: VIII International Conference on Computational Plasticity

Year of Conference: 2005

Publisher: International Center for Numerical Methods in Engineering (CIMNE)

URL: http://congress.cimne.upc.es/complas05/admin/Files/FilePaper/p230.pdf

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