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    Soil Uncertainty and Its Influence on Simulated G/Gmax and Damping Behavior

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author:
    Kallol Sett
    ,
    Berna Unutmaz
    ,
    Kemal Önder Çetin
    ,
    Suzana Koprivica
    ,
    Boris Jeremić
    DOI: 10.1061/(ASCE)GT.1943-5606.0000420
    Publisher: American Society of Civil Engineers
    Abstract: In 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 (
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      Soil Uncertainty and Its Influence on Simulated G/Gmax and Damping Behavior

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62201
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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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