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    Vertical Uplift Capacity of Horizontal Anchors

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 007
    Author:
    Kanakapura S. Subba Rao
    ,
    Jyant Kumar
    DOI: 10.1061/(ASCE)0733-9410(1994)120:7(1134)
    Publisher: American Society of Civil Engineers
    Abstract: The method of characteristics coupled with a log‐spiral failure surface was used to develop a theory for vertical uplift capacity of shallow horizontal strip anchors in a general
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      Vertical Uplift Capacity of Horizontal Anchors

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/21461
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    contributor authorKanakapura S. Subba Rao
    contributor authorJyant Kumar
    date accessioned2017-05-08T20:37:17Z
    date available2017-05-08T20:37:17Z
    date copyrightJuly 1994
    date issued1994
    identifier other%28asce%290733-9410%281994%29120%3A7%281134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21461
    description abstractThe method of characteristics coupled with a log‐spiral failure surface was used to develop a theory for vertical uplift capacity of shallow horizontal strip anchors in a general
    publisherAmerican Society of Civil Engineers
    titleVertical Uplift Capacity of Horizontal Anchors
    typeJournal Paper
    journal volume120
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1994)120:7(1134)
    treeJournal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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