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contributor authorWei Dong
contributor authorGuo
date accessioned2017-05-08T21:47:40Z
date available2017-05-08T21:47:40Z
date copyrightFebruary 2013
date issued2013
identifier other%28asce%29gt%2E1943-5606%2E0000741.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62532
description abstractThe response of a laterally loaded pile is normally dominated by the limiting force per unit length profile (LFP,
publisherAmerican Society of Civil Engineers
titleSimple Model for Nonlinear Response of 52 Laterally Loaded Piles
typeJournal Paper
journal volume139
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000726
treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 002
contenttypeFulltext


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