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contributor authorMladen Vucetic
contributor authorRlcardo Dobry
date accessioned2017-05-08T20:34:55Z
date available2017-05-08T20:34:55Z
date copyrightFebruary 1988
date issued1988
identifier other%28asce%290733-9410%281988%29114%3A2%28133%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20236
description abstractA study of the effect of the overconsolidation ratio (OCR) on the cyclic shear modulus degradation of clay is presented. The research is based on a series of strain‐controlled, constant‐volume, cyclic, simple‐shear tests conducted on samples of an offshore Venezuelan clay consolidated to
publisherAmerican Society of Civil Engineers
titleDegradation of Marine Clays under Cyclic Loading
typeJournal Paper
journal volume114
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1988)114:2(133)
treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
contenttypeFulltext


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