Application of the BEM to problems of elastoplasticity and nonlinear soil consolidation

M. B. Chopra; G. F. Dargush

Application of the BEM to problems of elastoplasticity and nonlinear soil consolidation

M. B. Chopra
, G. F. Dargush

Department of Mechanical and Aerospace Engineering

University of Central Florida

Research output: Contribution to conference › Paper › peer-review

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.

Original language	English
Pages	189-196
Number of pages	8
State	Published - 1994
Event	Proceedings of the 9th International Conference on Boundary Element Technology - Orlando, FL, USA Duration: Mar 1 1994 → Mar 1 1994

Conference

Conference	Proceedings of the 9th International Conference on Boundary Element Technology
City	Orlando, FL, USA
Period	03/1/94 → 03/1/94

Cite this

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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.",

author = "Chopra, \{M. B.\} and Dargush, \{G. F.\}",

year = "1994",

language = "English",

pages = "189--196",

note = "Proceedings of the 9th International Conference on Boundary Element Technology ; Conference date: 01-03-1994 Through 01-03-1994",

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TY - CONF

T1 - Application of the BEM to problems of elastoplasticity and nonlinear soil consolidation

AU - Chopra, M. B.

AU - Dargush, G. F.

PY - 1994

Y1 - 1994

N2 - 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.

AB - 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.

UR - https://www.scopus.com/pages/publications/0028315825

M3 - Paper

AN - SCOPUS:0028315825

SP - 189

EP - 196

T2 - Proceedings of the 9th International Conference on Boundary Element Technology

Y2 - 1 March 1994 through 1 March 1994

ER -

Application of the BEM to problems of elastoplasticity and nonlinear soil consolidation

Abstract

Conference

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