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contributor authorKallol Sett
contributor authorBerna Unutmaz
contributor authorKemal Önder Çetin
contributor authorSuzana Koprivica
contributor authorBoris Jeremić
date accessioned2017-05-08T21:47:02Z
date available2017-05-08T21:47:02Z
date copyrightMarch 2011
date issued2011
identifier other%28asce%29gt%2E1943-5606%2E0000436.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62201
description abstractIn this paper, recently developed probabilistic elastoplasticity was applied in simulating cyclic behavior of clay. A simple von Mises elastic–perfectly plastic material model was used for simulation. Probabilistic soil parameters, elastic shear modulus (
publisherAmerican Society of Civil Engineers
titleSoil Uncertainty and Its Influence on Simulated G/Gmax and Damping Behavior
typeJournal Paper
journal volume137
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000420
treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
contenttypeFulltext


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