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    Residual and Postliquefaction Strength of a Liquefiable Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Mandar Dewoolkar
    ,
    Jay Hargy
    ,
    Ian Anderson
    ,
    Pedro de Alba
    ,
    Scott M. Olson
    DOI: 10.1061/(ASCE)GT.1943-5606.0001374
    Publisher: American Society of Civil Engineers
    Abstract: Seismic design of geotechnical structures often requires estimates of how shearing resistance of liquefiable soil is reduced to its minimum value (residual strength,
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      Residual and Postliquefaction Strength of a Liquefiable Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80462
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    contributor authorMandar Dewoolkar
    contributor authorJay Hargy
    contributor authorIan Anderson
    contributor authorPedro de Alba
    contributor authorScott M. Olson
    date accessioned2017-05-08T22:25:41Z
    date available2017-05-08T22:25:41Z
    date copyrightFebruary 2016
    date issued2016
    identifier other44519987.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80462
    description abstractSeismic design of geotechnical structures often requires estimates of how shearing resistance of liquefiable soil is reduced to its minimum value (residual strength,
    publisherAmerican Society of Civil Engineers
    titleResidual and Postliquefaction Strength of a Liquefiable Sand
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001374
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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