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contributor authorArchilleas G. Papadimitriou
contributor authorGeorge D. Bouckovalas
contributor authorYannis F. Dafalias
date accessioned2017-05-08T21:27:07Z
date available2017-05-08T21:27:07Z
date copyrightNovember 2001
date issued2001
identifier other%28asce%291090-0241%282001%29127%3A11%28973%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51984
description abstractA plasticity constitutive model for sands is proposed, which combines a bounding surface framework for large cyclic strains with a Ramberg-Osgood-type hysteretic formulation for relatively smaller strains. The distinction between small and large cyclic strains is based on the volumetric threshold cyclic shear strain γ
publisherAmerican Society of Civil Engineers
titlePlasticity Model for Sand under Small and Large Cyclic Strains
typeJournal Paper
journal volume127
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2001)127:11(973)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
contenttypeFulltext


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