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    Severe Damage of a Pile Group due to Slope Failure

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author:
    D. E. L. Ong
    ,
    C. F. Leung
    ,
    Y. K. Chow
    ,
    T. G. Ng
    DOI: 10.1061/(ASCE)GT.1943-5606.0001294
    Publisher: American Society of Civil Engineers
    Abstract: A pile group consisting of four cast-in-place concrete piles was instrumented to measure the induced bending moment along the piles due to excavation of an adjacent slope. The green field lateral soil movement profiles and the lateral pile deflection profiles were monitored by in-soil and in-pile inclinometers, respectively. The unexpected early arrival of a rain storm prior to the year-end monsoon caused the failure of the slope, which resulted in the severe damage of this pile group located at the slope crest. This paper examines the prefailure and postfailure behavior of the pile group and it is demonstrated that considering the uncracked and cracked bending stiffness of the piles is vital when evaluating the progressive damage of the pile group due to slope failure.
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      Severe Damage of a Pile Group due to Slope Failure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72801
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    contributor authorD. E. L. Ong
    contributor authorC. F. Leung
    contributor authorY. K. Chow
    contributor authorT. G. Ng
    date accessioned2017-05-08T22:10:22Z
    date available2017-05-08T22:10:22Z
    date copyrightMay 2015
    date issued2015
    identifier other37091831.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72801
    description abstractA pile group consisting of four cast-in-place concrete piles was instrumented to measure the induced bending moment along the piles due to excavation of an adjacent slope. The green field lateral soil movement profiles and the lateral pile deflection profiles were monitored by in-soil and in-pile inclinometers, respectively. The unexpected early arrival of a rain storm prior to the year-end monsoon caused the failure of the slope, which resulted in the severe damage of this pile group located at the slope crest. This paper examines the prefailure and postfailure behavior of the pile group and it is demonstrated that considering the uncracked and cracked bending stiffness of the piles is vital when evaluating the progressive damage of the pile group due to slope failure.
    publisherAmerican Society of Civil Engineers
    titleSevere Damage of a Pile Group due to Slope Failure
    typeJournal Paper
    journal volume141
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001294
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    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
    yabeshDSpacePersian