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contributor authorGhassan A.
contributor authorSudani
contributor authorNicholas
contributor authorBrake
contributor authorMien
contributor authorJao
date accessioned2017-05-08T22:13:21Z
date available2017-05-08T22:13:21Z
date copyrightDecember 2015
date issued2015
identifier other39891013.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74118
description abstractThe stability of a footing may be destabilized near a retaining wall because of increased lateral displacement and decreased soil confining pressure. The stability of footing within this footing–soil–wall system is complex and not predicted using the classical solutions utilized for a semi-infinite footing–soil system. In this study, the bearing capacity of a concrete footing placed near a wall of spaced driven concrete piles using three-dimensional finite-element (FE) analysis with
publisherAmerican Society of Civil Engineers
titleStability of Footings Adjacent to Pile Walls
typeJournal Paper
journal volume15
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000480
treeInternational Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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