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    Estimation of Liquefaction-Induced Manhole Uplift Displacements and Trench-Backfill Settlements

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author:
    Tetsuo Tobita
    ,
    Gi-Chun Kang
    ,
    Susumu Iai
    DOI: 10.1061/(ASCE)GT.1943-5606.0000615
    Publisher: American Society of Civil Engineers
    Abstract: A simple method to predict the uplift displacement of a manhole and trench-backfill settlement due to liquefaction is proposed. The conventional equilibrium of vertical forces acting on a manhole is solely a function of such forces acting and is incapable of predicting the uplift displacement. In this paper, the proposed method adds variables including the uplift displacement,
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      Estimation of Liquefaction-Induced Manhole Uplift Displacements and Trench-Backfill Settlements

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62411
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    contributor authorTetsuo Tobita
    contributor authorGi-Chun Kang
    contributor authorSusumu Iai
    date accessioned2017-05-08T21:47:27Z
    date available2017-05-08T21:47:27Z
    date copyrightApril 2012
    date issued2012
    identifier other%28asce%29gt%2E1943-5606%2E0000631.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62411
    description abstractA simple method to predict the uplift displacement of a manhole and trench-backfill settlement due to liquefaction is proposed. The conventional equilibrium of vertical forces acting on a manhole is solely a function of such forces acting and is incapable of predicting the uplift displacement. In this paper, the proposed method adds variables including the uplift displacement,
    publisherAmerican Society of Civil Engineers
    titleEstimation of Liquefaction-Induced Manhole Uplift Displacements and Trench-Backfill Settlements
    typeJournal Paper
    journal volume138
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000615
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004
    contenttypeFulltext
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