Browse by author
Lookup NU author(s): Robert Hiley, Professor Mohamed Rouainia
Full text for this publication is not currently held within this repository. Alternative links are provided below where available.
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.
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
