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    Collapse Load of Strip Footing Above Circular Void

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author:
    M. C. Wang
    ,
    C. W. Hsieh
    DOI: 10.1061/(ASCE)0733-9410(1987)113:5(511)
    Publisher: American Society of Civil Engineers
    Abstract: Equations relating collapse footing pressure with soil strength property and void conditions for strip footings centered above continuous circular voids are developed using the upper bound theorem of limit analysis. Results of the analysis compare fairly well with available data.
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      Collapse Load of Strip Footing Above Circular Void

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20083
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    contributor authorM. C. Wang
    contributor authorC. W. Hsieh
    date accessioned2017-05-08T20:34:37Z
    date available2017-05-08T20:34:37Z
    date copyrightMay 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A5%28511%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20083
    description abstractEquations relating collapse footing pressure with soil strength property and void conditions for strip footings centered above continuous circular voids are developed using the upper bound theorem of limit analysis. Results of the analysis compare fairly well with available data.
    publisherAmerican Society of Civil Engineers
    titleCollapse Load of Strip Footing Above Circular Void
    typeJournal Paper
    journal volume113
    journal issue5
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:5(511)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 005
    contenttypeFulltext
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