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contributor authorVishwas N. Khatri
contributor authorJyant Kumar
date accessioned2017-05-08T21:45:16Z
date available2017-05-08T21:45:16Z
date copyrightFebruary 2011
date issued2011
identifier other%28asce%29gm%2E1943-5622%2E0000075.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61459
description abstractThe present study aims at determining the uplift capacity of axially loaded piles in clays whose undrained cohesion increases linearly with depth. With the application of the axisymmetric static limit analysis approach, proposed recently by the writers, the variation of the nondimensional uplift factors with respect to changes in the embedment ratio
publisherAmerican Society of Civil Engineers
titleUplift Capacity of Axially Loaded Piles in Clays
typeJournal Paper
journal volume11
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000064
treeInternational Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 001
contenttypeFulltext


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