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    Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author:
    Sami O. Akbas
    ,
    Fred H. Kulhawy
    DOI: 10.1061/(ASCE)GT.1943-5606.0000136
    Publisher: American Society of Civil Engineers
    Abstract: An extensive database of full-scale field load tests was used to examine the bearing capacity for footings in cohesionless soils. Each load test curve was evaluated consistently to determine the interpreted failure load (i.e., bearing capacity) using the
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      Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61904
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorSami O. Akbas
    contributor authorFred H. Kulhawy
    date accessioned2017-05-08T21:46:28Z
    date available2017-05-08T21:46:28Z
    date copyrightNovember 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000152.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61904
    description abstractAn extensive database of full-scale field load tests was used to examine the bearing capacity for footings in cohesionless soils. Each load test curve was evaluated consistently to determine the interpreted failure load (i.e., bearing capacity) using the
    publisherAmerican Society of Civil Engineers
    titleAxial Compression of Footings in Cohesionless Soils. II: Bearing Capacity
    typeJournal Paper
    journal volume135
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000136
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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