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contributor authorA. Bobet
contributor authorA. Fakhimi
contributor authorS. Johnson
contributor authorJ. Morris
contributor authorF. Tonon
contributor authorM. Ronald Yeung
date accessioned2017-05-08T21:46:28Z
date available2017-05-08T21:46:28Z
date copyrightNovember 2009
date issued2009
identifier other%28asce%29gt%2E1943-5606%2E0000148.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61901
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titleNumerical Models in Discontinuous Media: Review of Advances for Rock Mechanics Applications
typeJournal Paper
journal volume135
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000133
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
contenttypeFulltext


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