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contributor authorJyant Kumar
contributor authorJagdish Prasad Sahoo
date accessioned2017-05-08T21:47:25Z
date available2017-05-08T21:47:25Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29gt%2E1943-5606%2E0000615.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62392
description abstractThe vertical uplift resistance for a group of two horizontal coaxial rigid strip anchors embedded in clay under undrained condition has been determined by using the upper bound theorem of limit analysis in combination with finite elements. An increase of undrained shear strength of soil mass with depth has been incorporated. The uplift factor
publisherAmerican Society of Civil Engineers
titleVertical Uplift Resistance of a Group of Two Coaxial Anchors in Clay
typeJournal Paper
journal volume138
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000599
treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
contenttypeFulltext


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