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contributor authorShen-hong Chen
contributor authorSheng Qiang
contributor authorIsam Shahrour
contributor authorPeter Egger
date accessioned2017-05-08T21:32:06Z
date available2017-05-08T21:32:06Z
date copyrightSeptember 2008
date issued2008
identifier other%28asce%291532-3641%282008%298%3A5%28275%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55166
description abstractThis paper presents the formulation and application of a composite element method, which is intended for numerical modeling of discontinuous rock masses. This method allows analysis of fractured rock masses using regular meshes that do not need to rigorously respect the orientations and positions of discontinuities. It can be incorporated in conventional finite-element programs. The performance of this method are illustrated through its use for the analysis of the mechanical behavior of the Baozhusi gravity dam which is constructed on a complex rock foundation.
publisherAmerican Society of Civil Engineers
titleComposite Element Analysis of Gravity Dam on a Complicated Rock Foundation
typeJournal Paper
journal volume8
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2008)8:5(275)
treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 005
contenttypeFulltext


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