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    Reliability-Based Analysis of Cantilever Sheet Pile Walls Backfilled with Different Soil Types Using the Finite-Element Approach

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    Author:
    Anasua
    ,
    GuhaRay
    ,
    Dilip Kumar
    ,
    Baidya
    DOI: 10.1061/(ASCE)GM.1943-5622.0000475
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents an analytical study of a cantilever sheet pile wall considering the effects of uncertainty of soil properties. The failure probability (
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      Reliability-Based Analysis of Cantilever Sheet Pile Walls Backfilled with Different Soil Types Using the Finite-Element Approach

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/73132
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    • International Journal of Geomechanics

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    contributor authorAnasua
    contributor authorGuhaRay
    contributor authorDilip Kumar
    contributor authorBaidya
    date accessioned2017-05-08T22:11:24Z
    date available2017-05-08T22:11:24Z
    date copyrightDecember 2015
    date issued2015
    identifier other38474924.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73132
    description abstractThe paper presents an analytical study of a cantilever sheet pile wall considering the effects of uncertainty of soil properties. The failure probability (
    publisherAmerican Society of Civil Engineers
    titleReliability-Based Analysis of Cantilever Sheet Pile Walls Backfilled with Different Soil Types Using the Finite-Element Approach
    typeJournal Paper
    journal volume15
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000475
    treeInternational Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    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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