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    Reliability Analysis of Laterally Loaded Piles Involving Nonlinear Soil and Pile Behavior

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author:
    C. L. Chan
    ,
    B. K. Low
    DOI: 10.1061/(ASCE)1090-0241(2009)135:3(431)
    Publisher: American Society of Civil Engineers
    Abstract: An alternative approach of analyzing laterally loaded piles in the ubiquitous spreadsheet platform is presented. The numerical procedure couples nonlinear pile flexural rigidity
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      Reliability Analysis of Laterally Loaded Piles Involving Nonlinear Soil and Pile Behavior

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53480
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorC. L. Chan
    contributor authorB. K. Low
    date accessioned2017-05-08T21:29:27Z
    date available2017-05-08T21:29:27Z
    date copyrightMarch 2009
    date issued2009
    identifier other%28asce%291090-0241%282009%29135%3A3%28431%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53480
    description abstractAn alternative approach of analyzing laterally loaded piles in the ubiquitous spreadsheet platform is presented. The numerical procedure couples nonlinear pile flexural rigidity
    publisherAmerican Society of Civil Engineers
    titleReliability Analysis of Laterally Loaded Piles Involving Nonlinear Soil and Pile Behavior
    typeJournal Paper
    journal volume135
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2009)135:3(431)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 003
    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
    yabeshDSpacePersian