Title

Application Of The Bem To Problems Of Elastoplasticity And Nonlinear Soil Consolidation

Abstract

Nonlinear material effects are incorporated into a linear BEM formulation for coupled poroelastic behavior using an initial stress approach. In the limiting case, when the coupled nature and the quasistatic behavior are ignored, the standard elastoplastic formulation is recovered. Some applications of geomechanics are studied to establish its utility for practical analysis. These include problems of quasistatic triaxial testing and drained collapse of circular footing on a half space.

Publication Date

1-1-1994

Publication Title

International Conference on Boundary Element Technology

Number of Pages

189-196

Document Type

Article; Proceedings Paper

Identifier

scopus

Personal Identifier

scopus

Socpus ID

0028315825 (Scopus)

Source API URL

https://api.elsevier.com/content/abstract/scopus_id/0028315825

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