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    Closure to “Ultimate Uplift Capacity of Multiplate Helical Type Anchors in Clay” by R. S. Merifield

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 011
    Author:
    Richard
    ,
    Merifield
    DOI: 10.1061/(ASCE)GT.1943-5606.0000732
    Publisher: American Society of Civil Engineers
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      Closure to “Ultimate Uplift Capacity of Multiplate Helical Type Anchors in Clay” by R. S. Merifield

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62538
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorRichard
    contributor authorMerifield
    date accessioned2017-05-08T21:47:40Z
    date available2017-05-08T21:47:40Z
    date copyrightNovember 2012
    date issued2012
    identifier other%28asce%29gt%2E1943-5606%2E0000747.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62538
    publisherAmerican Society of Civil Engineers
    titleClosure to “Ultimate Uplift Capacity of Multiplate Helical Type Anchors in Clay” by R. S. Merifield
    typeJournal Paper
    journal volume138
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000732
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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