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    Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author:
    Thomas J. Weaver
    ,
    Scott A. Ashford
    ,
    Kyle M. Rollins
    DOI: 10.1061/(ASCE)1090-0241(2005)131:1(94)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results from a full-scale lateral load test on a
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      Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52590
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    contributor authorThomas J. Weaver
    contributor authorScott A. Ashford
    contributor authorKyle M. Rollins
    date accessioned2017-05-08T21:28:04Z
    date available2017-05-08T21:28:04Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A1%2894%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52590
    description abstractThis paper presents results from a full-scale lateral load test on a
    publisherAmerican Society of Civil Engineers
    titleResponse of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:1(94)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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