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Boundary value problems with incremental plasticity in granular media (1974)

Costes, N. C. ; Chung, T. J. ; Lee, J. K.

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Publication Date: 2011-08-16

Description: Discussion of the critical state concept in terms of an incremental theory of plasticity in granular (soil) media, and formulation of the governing equations which are convenient for a computational scheme using the finite element method. It is shown that the critical state concept with its representation by the classical incremental theory of plasticity can provide a powerful means for solving a wide variety of boundary value problems in soil media.

Keywords: STRUCTURAL MECHANICS

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