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    Experimental and Numerical Study of Uplift Behavior of Shallow Circular Anchor in Two-Layered Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author:
    T. Sakai
    ,
    T. Tanaka
    DOI: 10.1061/(ASCE)1090-0241(2007)133:4(469)
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the behavior and scale effect of shallow circular anchors in two-layered sand is evaluated by comparing the results of a conventional
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      Experimental and Numerical Study of Uplift Behavior of Shallow Circular Anchor in Two-Layered Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53130
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    contributor authorT. Sakai
    contributor authorT. Tanaka
    date accessioned2017-05-08T21:28:53Z
    date available2017-05-08T21:28:53Z
    date copyrightApril 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A4%28469%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53130
    description abstractIn this study, the behavior and scale effect of shallow circular anchors in two-layered sand is evaluated by comparing the results of a conventional
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Study of Uplift Behavior of Shallow Circular Anchor in Two-Layered Sand
    typeJournal Paper
    journal volume133
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:4(469)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    contenttypeFulltext
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