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contributor authorJung In Choi
contributor authorMyoung Mo Kim
contributor authorScott J. Brandenberg
date accessioned2017-05-08T22:10:23Z
date available2017-05-08T22:10:23Z
date copyrightMay 2015
date issued2015
identifier other37091861.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72802
description abstractThe lateral response of pile foundations in sand is commonly analyzed using the beam on nonlinear Winkler foundation (BNWF) assumption, with load transfer behavior often characterized by the API sand
publisherAmerican Society of Civil Engineers
titleCyclic p-y Plasticity Model Applied to Pile Foundations in Sand
typeJournal Paper
journal volume141
journal issue5
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001261
treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
contenttypeFulltext


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