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    Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author:
    K. Onder Cetin
    ,
    H. Tolga Bilge
    DOI: 10.1061/(ASCE)GT.1943-5606.0000631
    Publisher: American Society of Civil Engineers
    Abstract: Semiempirical probabilistic models are described to assess cyclic large strain and induced excess pore-water pressure responses of fully saturated clean sands. For this purpose, available cyclic simple shear and triaxial tests were compiled and studied. The resulting
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      Cyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62427
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    contributor authorK. Onder Cetin
    contributor authorH. Tolga Bilge
    date accessioned2017-05-08T21:47:29Z
    date available2017-05-08T21:47:29Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29gt%2E1943-5606%2E0000646.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62427
    description abstractSemiempirical probabilistic models are described to assess cyclic large strain and induced excess pore-water pressure responses of fully saturated clean sands. For this purpose, available cyclic simple shear and triaxial tests were compiled and studied. The resulting
    publisherAmerican Society of Civil Engineers
    titleCyclic Large Strain and Induced Pore Pressure Models for Saturated Clean Sands
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000631
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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