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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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