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    Centrifuge Modeling of Laterally Loaded Pile Groups in Improved Soft Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author:
    Amirata Taghavi
    ,
    Kanthasamy K. Muraleetharan
    ,
    Gerald A. Miller
    ,
    Amy B. Cerato
    DOI: 10.1061/(ASCE)GT.1943-5606.0001443
    Publisher: American Society of Civil Engineers
    Abstract: A series of centrifuge tests were performed to investigate the behavior of laterally loaded pile groups in improved and unimproved soft clay. The soil profile consisted of four lightly overconsolidated clay layers overlying a dense layer of sand. The pile groups had a symmetrical layout consisting of
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      Centrifuge Modeling of Laterally Loaded Pile Groups in Improved Soft Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/82110
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorAmirata Taghavi
    contributor authorKanthasamy K. Muraleetharan
    contributor authorGerald A. Miller
    contributor authorAmy B. Cerato
    date accessioned2017-05-08T22:31:53Z
    date available2017-05-08T22:31:53Z
    date copyrightApril 2016
    date issued2016
    identifier other48581860.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82110
    description abstractA series of centrifuge tests were performed to investigate the behavior of laterally loaded pile groups in improved and unimproved soft clay. The soil profile consisted of four lightly overconsolidated clay layers overlying a dense layer of sand. The pile groups had a symmetrical layout consisting of
    publisherAmerican Society of Civil Engineers
    titleCentrifuge Modeling of Laterally Loaded Pile Groups in Improved Soft Clay
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001443
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 004
    contenttypeFulltext
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