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    Behavior of Laterally Loaded Large-Section Barrettes

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 007
    Author:
    L. M. Zhang
    DOI: 10.1061/(ASCE)1090-0241(2003)129:7(639)
    Publisher: American Society of Civil Engineers
    Abstract: A barrette is a large cross section rectangular pile. Due to dependence of the flexural stiffness of the rectangular section on its orientation and the nonlinear behavior of barrette materials, loading direction affects the lateral resistance of the barrette. Recently, full-scale lateral load tests were conducted on two barrettes in Hong Kong, one (DB1) with a cross section of 2.8 m by 0.86 m and a length of 51 m and the other (DB2) with a cross section of 2.7 m by 1.2 m and a length of approximately 30 m. This paper aims to investigate the response of laterally loaded large-section barrettes based on the load tests, to simulate the response of the two test barrettes, and to study the influence of loading direction on the lateral response of barrettes. Nonlinear
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      Behavior of Laterally Loaded Large-Section Barrettes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52365
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    contributor authorL. M. Zhang
    date accessioned2017-05-08T21:27:43Z
    date available2017-05-08T21:27:43Z
    date copyrightJuly 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A7%28639%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52365
    description abstractA barrette is a large cross section rectangular pile. Due to dependence of the flexural stiffness of the rectangular section on its orientation and the nonlinear behavior of barrette materials, loading direction affects the lateral resistance of the barrette. Recently, full-scale lateral load tests were conducted on two barrettes in Hong Kong, one (DB1) with a cross section of 2.8 m by 0.86 m and a length of 51 m and the other (DB2) with a cross section of 2.7 m by 1.2 m and a length of approximately 30 m. This paper aims to investigate the response of laterally loaded large-section barrettes based on the load tests, to simulate the response of the two test barrettes, and to study the influence of loading direction on the lateral response of barrettes. Nonlinear
    publisherAmerican Society of Civil Engineers
    titleBehavior of Laterally Loaded Large-Section Barrettes
    typeJournal Paper
    journal volume129
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:7(639)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 007
    contenttypeFulltext
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