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    Plasticity Model for Sand under Small and Large Cyclic Strains

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author:
    Archilleas G. Papadimitriou
    ,
    George D. Bouckovalas
    ,
    Yannis F. Dafalias
    DOI: 10.1061/(ASCE)1090-0241(2001)127:11(973)
    Publisher: American Society of Civil Engineers
    Abstract: A 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
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      Plasticity Model for Sand under Small and Large Cyclic Strains

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    https://yetl.yabesh.ir/yetl1/handle/yetl/51984
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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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    DSpace software copyright © 2002-2015  DuraSpace
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