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    Yield Strength Ratio and Liquefaction Analysis of Slopes and Embankments

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author:
    Scott M. Olson
    ,
    Timothy D. Stark
    DOI: 10.1061/(ASCE)1090-0241(2003)129:8(727)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is proposed to evaluate the triggering of liquefaction in ground subjected to a static shear stress, i.e., sloping ground, using the yield strength ratio,
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      Yield Strength Ratio and Liquefaction Analysis of Slopes and Embankments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52376
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    contributor authorScott M. Olson
    contributor authorTimothy D. Stark
    date accessioned2017-05-08T21:27:44Z
    date available2017-05-08T21:27:44Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A8%28727%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52376
    description abstractA procedure is proposed to evaluate the triggering of liquefaction in ground subjected to a static shear stress, i.e., sloping ground, using the yield strength ratio,
    publisherAmerican Society of Civil Engineers
    titleYield Strength Ratio and Liquefaction Analysis of Slopes and Embankments
    typeJournal Paper
    journal volume129
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:8(727)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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