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    Contraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 010
    Author:
    Yie-Ruey Chen
    ,
    Bruce L. Kutter
    DOI: 10.1061/(ASCE)0733-9399(2009)135:10(1155)
    Publisher: American Society of Civil Engineers
    Abstract: The response of a saturated fine sand (Nevada sand No. 120) with relative density
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      Contraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86617
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    contributor authorYie-Ruey Chen
    contributor authorBruce L. Kutter
    date accessioned2017-05-08T22:41:28Z
    date available2017-05-08T22:41:28Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%290733-9399%282009%29135%3A10%281155%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86617
    description abstractThe response of a saturated fine sand (Nevada sand No. 120) with relative density
    publisherAmerican Society of Civil Engineers
    titleContraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests
    typeJournal Paper
    journal volume135
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2009)135:10(1155)
    treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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