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contributor authorSheng-Huoo Ni
contributor authorYan-Hong Huang
contributor authorKuo-Feng Lo
date accessioned2017-05-08T21:37:31Z
date available2017-05-08T21:37:31Z
date copyrightJune 2012
date issued2012
identifier other%28asce%29cf%2E1943-5509%2E0000227.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57815
description abstractScouring around a bridge foundation is a problem of much concern to civil engineers. The main purpose of this paper is to gain more understanding of the effect of scouring around the pile on the lateral capacity of the piles embedded in sandy soil. Factors such as soil stiffness, pile head fixity, and pile slenderness ratio (
publisherAmerican Society of Civil Engineers
titleNumerical Investigation of the Scouring Effect on the Lateral Response of Piles in Sand
typeJournal Paper
journal volume26
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000224
treeJournal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 003
contenttypeFulltext


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