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    Extended UH Model: Three-Dimensional Unified Hardening Model for Anisotropic Clays

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007
    Author:
    Yang-Ping Yao
    ,
    Yu-Xia Kong
    DOI: 10.1061/(ASCE)EM.1943-7889.0000397
    Publisher: American Society of Civil Engineers
    Abstract: Extended UH model is a three-dimensional elastoplastic constitutive model that builds on a modification of the UH model with a unified hardening parameter, to account for the effect of anisotropy and the influence of
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      Extended UH Model: Three-Dimensional Unified Hardening Model for Anisotropic Clays

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60873
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    contributor authorYang-Ping Yao
    contributor authorYu-Xia Kong
    date accessioned2017-05-08T21:43:49Z
    date available2017-05-08T21:43:49Z
    date copyrightJuly 2012
    date issued2012
    identifier other%28asce%29em%2E1943-7889%2E0000406.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60873
    description abstractExtended UH model is a three-dimensional elastoplastic constitutive model that builds on a modification of the UH model with a unified hardening parameter, to account for the effect of anisotropy and the influence of
    publisherAmerican Society of Civil Engineers
    titleExtended UH Model: Three-Dimensional Unified Hardening Model for Anisotropic Clays
    typeJournal Paper
    journal volume138
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000397
    treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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