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contributor authorIvan B. Gratchev
contributor authorKyoji Sassa
date accessioned2017-05-08T22:10:15Z
date available2017-05-08T22:10:15Z
date copyrightMay 2015
date issued2015
identifier other37034186.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72762
description abstractA test procedure that involved shearing soil specimens at different shear rates was proposed to study the effect of shear rate on the strength recovery of three natural clays. The obtained results indicated that an increase in shear strength occurred when the shear rate decreased. This strength regain was more pronounced for higher plasticity clays, which were sheared at a relatively lower confining pressure of 100 kPa.
publisherAmerican Society of Civil Engineers
titleShear Strength of Clay at Different Shear Rates
typeJournal Paper
journal volume141
journal issue5
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001297
treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
contenttypeFulltext


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