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    Undrained Shear Strength of Liquefied Sands for Stability Analysis

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author:
    Timothy D. Stark
    ,
    Gholamreza Mesri
    DOI: 10.1061/(ASCE)0733-9410(1992)118:11(1727)
    Publisher: American Society of Civil Engineers
    Abstract: The postliquefaction shear strength of sands, called the undrained critical strength or
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      Undrained Shear Strength of Liquefied Sands for Stability Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20939
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    contributor authorTimothy D. Stark
    contributor authorGholamreza Mesri
    date accessioned2017-05-08T20:36:17Z
    date available2017-05-08T20:36:17Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A11%281727%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20939
    description abstractThe postliquefaction shear strength of sands, called the undrained critical strength or
    publisherAmerican Society of Civil Engineers
    titleUndrained Shear Strength of Liquefied Sands for Stability Analysis
    typeJournal Paper
    journal volume118
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:11(1727)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    contenttypeFulltext
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