TECHNICAL PAPERS
Apr 27, 2009

Numerical Models in Discontinuous Media: Review of Advances for Rock Mechanics Applications

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 11

Abstract

The paper presents a description of the methods used to model rock as discontinuous media. The objective of the work is to bring to the geomechanics community recent advances in numerical modeling in the field of rock mechanics. The following methods are included: (1) the distinct element method; (2) the discontinuous deformation analysis method; and (3) the bonded particle method. A brief description of the fundamental algorithms that apply to each method is included, as well as a simple case to illustrate their use.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135Issue 11November 2009
Pages: 1547 - 1561

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Received: Sep 3, 2008
Accepted: Apr 24, 2009
Published online: Apr 27, 2009
Published in print: Nov 2009

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Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907 (corresponding author). E-mail: [email protected]
Professor, Dept. of Mineral Engineering, New Mexico Tech, Socorro, NM and Dept. of Civil Engineering, Tarbiat Modarres Univ., Tehran 87801, Iran. E-mail: [email protected]
Computational Physics Group, Lawrence Livermore National Laboratory, Livermore, CA 94551. E-mail: [email protected]
Computational Physics Group, Lawrence Livermore National Laboratory, Livermore, CA 94451. E-mail: [email protected]
Professor, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712. E-mail: [email protected]
M. Ronald Yeung
Dept. of Civil Engineering, California State Polytechnic Univ., Pomona, CA 91768. E-mail: [email protected]

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