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    Numerical Modeling of Circular Footings Subjected to Monotonic Inclined Loading on Uncemented and Cemented Calcareous Sands

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author:
    Mark J. Cassidy
    ,
    David W. Airey
    ,
    John P. Carter
    DOI: 10.1061/(ASCE)1090-0241(2005)131:1(52)
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of a rigid circular footing when subjected to inclined loading on cemented and uncemented calcareous sand is investigated. Results from inclined loading tests of a
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      Numerical Modeling of Circular Footings Subjected to Monotonic Inclined Loading on Uncemented and Cemented Calcareous Sands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52585
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    contributor authorMark J. Cassidy
    contributor authorDavid W. Airey
    contributor authorJohn P. Carter
    date accessioned2017-05-08T21:28:03Z
    date available2017-05-08T21:28:03Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A1%2852%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52585
    description abstractThe behavior of a rigid circular footing when subjected to inclined loading on cemented and uncemented calcareous sand is investigated. Results from inclined loading tests of a
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Circular Footings Subjected to Monotonic Inclined Loading on Uncemented and Cemented Calcareous Sands
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:1(52)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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