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contributor authorSamaneh
contributor authorMohammadi
contributor authorHossein
contributor authorTaiebat
date accessioned2017-05-08T22:08:40Z
date available2017-05-08T22:08:40Z
date copyrightDecember 2015
date issued2015
identifier other32897626.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72226
description abstractThis paper presents a novel approach to improving our understanding of complicated slope failure mechanisms that can occur in strain-softening material as well as to evaluating the accompanying postfailure deformation of slopes. Three cutting-edge technologies were integrated into one numerical analysis tool: (1) a large-deformation analysis using the updated Lagrangian formulation, (2) a stable numerical algorithm for the solution of progressive failure in strain-softening materials, and (3) an
publisherAmerican Society of Civil Engineers
titleH-Adaptive Updated Lagrangian Approach for Large-Deformation Analysis of Slope Failure
typeJournal Paper
journal volume15
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000440
treeInternational Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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