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contributor authorJyant
contributor authorKumar
contributor authorDebarghya
contributor authorChakraborty
date accessioned2017-05-08T21:45:31Z
date available2017-05-08T21:45:31Z
date copyrightApril 2013
date issued2013
identifier other%28asce%29gm%2E1943-5622%2E0000213.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61601
description abstractThe linearization of the Drucker-Prager yield criterion associated with an axisymmetric problem has been achieved by simulating a sphere with the truncated icosahedron with 32 faces and 60 vertices. On this basis, a numerical formulation has been proposed for solving an axisymmetric stability problem with the usage of the lower-bound limit analysis, finite elements, and linear optimization. To compare the results, the linearization of the Mohr-Coulomb yield criterion, by replacing the three cones with interior polyhedron, as proposed earlier by Pastor and Turgeman for an axisymmetric problem, has also been implemented. The two formulations have been applied for determining the collapse loads for a circular footing resting on a cohesive-friction material with nonzero unit weight. The computational results are found to be quite convincing.
publisherAmerican Society of Civil Engineers
titleLinearization of Drucker-Prager Yield Criterion for Axisymmetric Problems: Implementation in Lower-Bound Limit Analysis
typeJournal Paper
journal volume13
journal issue2
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000200
treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 002
contenttypeFulltext


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