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contributor authorShamsher Prakash
contributor authorSanjeev Kumar
date accessioned2017-05-08T20:37:57Z
date available2017-05-08T20:37:57Z
date copyrightFebruary 1996
date issued1996
identifier other%28asce%290733-9410%281996%29122%3A2%28130%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21795
description abstractA method has been developed to predict the load-displacement relationship for single piles subjected to lateral load, embedded in sands, considering soil nonlinearity using subgrade reaction. This is the first systematic study to develop lateral load-deflection curves using modulus degradation with strain. Based on the analysis of 14 full-scale lateral pile-load tests, an empirical equation of modulus degradation with strain and a range of
publisherAmerican Society of Civil Engineers
titleNonlinear Lateral Pile Deflection Prediction in Sands
typeJournal Paper
journal volume122
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1996)122:2(130)
treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 002
contenttypeFulltext


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