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    Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author:
    Kyle M. Rollins
    ,
    Travis M. Gerber
    ,
    J. Dusty Lane
    ,
    Scott A. Ashford
    DOI: 10.1061/(ASCE)1090-0241(2005)131:1(115)
    Publisher: American Society of Civil Engineers
    Abstract: Lateral load test was performed on a full-scale pile group following blast-induced liquefaction to evaluate pile–soil–pile interaction effects. The
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      Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52575
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    contributor authorKyle M. Rollins
    contributor authorTravis M. Gerber
    contributor authorJ. Dusty Lane
    contributor authorScott A. Ashford
    date accessioned2017-05-08T21:28:03Z
    date available2017-05-08T21:28:03Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A1%28115%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52575
    description abstractLateral load test was performed on a full-scale pile group following blast-induced liquefaction to evaluate pile–soil–pile interaction effects. The
    publisherAmerican Society of Civil Engineers
    titleLateral Resistance of a Full-Scale Pile Group in Liquefied Sand
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:1(115)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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