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    Upper Bound Solution for Pullout Capacity of Vertical Anchors in Sand Using Finite Elements and Limit Analysis

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author:
    Jyant Kumar
    ,
    Jagdish Prasad Sahoo
    DOI: 10.1061/(ASCE)GM.1943-5622.0000160
    Publisher: American Society of Civil Engineers
    Abstract: The horizontal pullout capacity of vertical anchors embedded in sand has been determined by using an upper bound theorem of the limit analysis in combination with finite elements. The numerical results are presented in nondimensional form to determine the pullout resistance for various combinations of embedment ratio of the anchor (
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      Upper Bound Solution for Pullout Capacity of Vertical Anchors in Sand Using Finite Elements and Limit Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61561
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    • International Journal of Geomechanics

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    contributor authorJyant Kumar
    contributor authorJagdish Prasad Sahoo
    date accessioned2017-05-08T21:45:25Z
    date available2017-05-08T21:45:25Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29gm%2E1943-5622%2E0000174.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61561
    description abstractThe horizontal pullout capacity of vertical anchors embedded in sand has been determined by using an upper bound theorem of the limit analysis in combination with finite elements. The numerical results are presented in nondimensional form to determine the pullout resistance for various combinations of embedment ratio of the anchor (
    publisherAmerican Society of Civil Engineers
    titleUpper Bound Solution for Pullout Capacity of Vertical Anchors in Sand Using Finite Elements and Limit Analysis
    typeJournal Paper
    journal volume12
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000160
    treeInternational Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    contenttypeFulltext
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