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contributor authorC. Y. Lee
contributor authorH. G. Poulos
date accessioned2017-05-08T20:34:52Z
date available2017-05-08T20:34:52Z
date copyrightOctober 1988
date issued1988
identifier other%28asce%290733-9410%281988%29114%3A10%281189%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20209
description abstractA series of model tests on grouted pile shafts in reconstituted calcareous sand is reported, in which the effective stress state is controlled by altering the back pressure in the soil and keeping the total pressure constant. Under these conditions, it is found that the average limiting skin friction on the pile shaft is related linearly to the effective overburden pressure.
publisherAmerican Society of Civil Engineers
titleEffective Stress Dependence of Pile Shaft Capacity in Calcareous Sand
typeJournal Paper
journal volume114
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1988)114:10(1189)
treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 010
contenttypeFulltext


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