Computational Cam clay plasticity using second-order cone programming

critical state soil mechanics plasticity Cam clay second-order cone programming 0211 other engineering and technologies 02 engineering and technology 0101 mathematics optimization 01 natural sciences mathematical programming
DOI: 10.1016/j.cma.2011.11.006 Publication Date: 2011-11-23T19:07:24Z
ABSTRACT
Abstract A new numerical scheme for critical state elastoplasticity is presented and detailed with special reference to the modified Cam clay model. The scheme is based on an incremental variational formulation whose discrete approximation gives rise to a second-order cone program that is solved using a newly developed algorithm. A number of examples demonstrating the capabilities of the new scheme are given.
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