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    Load Coefficient for Ditch Conduits Covered with Geosynthetic-Reinforced Granular Backfill

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
    Author:
    Sanjay Kumar
    ,
    Shukla
    ,
    Nagaratnam
    ,
    Sivakugan
    DOI: 10.1061/(ASCE)GM.1943-5622.0000181
    Publisher: American Society of Civil Engineers
    Abstract: Conduits buried in narrow trenches and covered with granular soil backfills are commonly used for several services. Because of soil arching action, a significant fraction of self-weight of the backfill is transferred to the wall. The load on top of the conduit is expressed as
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      Load Coefficient for Ditch Conduits Covered with Geosynthetic-Reinforced Granular Backfill

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61581
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    contributor authorSanjay Kumar
    contributor authorShukla
    contributor authorNagaratnam
    contributor authorSivakugan
    date accessioned2017-05-08T21:45:29Z
    date available2017-05-08T21:45:29Z
    date copyrightFebruary 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000193.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61581
    description abstractConduits buried in narrow trenches and covered with granular soil backfills are commonly used for several services. Because of soil arching action, a significant fraction of self-weight of the backfill is transferred to the wall. The load on top of the conduit is expressed as
    publisherAmerican Society of Civil Engineers
    titleLoad Coefficient for Ditch Conduits Covered with Geosynthetic-Reinforced Granular Backfill
    typeJournal Paper
    journal volume13
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000181
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
    contenttypeFulltext
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