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contributor authorSonia Armaleh
contributor authorC. S. Desai
date accessioned2017-05-08T20:34:30Z
date available2017-05-08T20:34:30Z
date copyrightDecember 1987
date issued1987
identifier other%28asce%290733-9410%281987%29113%3A12%281483%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20025
description abstractA new empirical scheme for simulating the nonlinear point resistance response of single piles in cohesionless soils is proposed. The pile‐soil system is idealized by using a one‐dimensional finite element technique. The shear resistance response along the pile shaft is found by using the concept of
publisherAmerican Society of Civil Engineers
titleLoad‐Deformation Response of Axially Loaded Piles
typeJournal Paper
journal volume113
journal issue12
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1987)113:12(1483)
treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 012
contenttypeFulltext


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