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contributor authorIvan B. Gratchev
contributor authorKyoji Sassa
contributor authorHiroshi Fukuoka
date accessioned2017-05-08T21:28:24Z
date available2017-05-08T21:28:24Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A1%28124%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52777
description abstractThis paper examines the validity of the plasticity index (PI) as a criterion for estimating the liquefaction potential of clayey soils under cyclic loading. The results of undrained cyclic stress-controlled ring-shear tests on artificial mixtures of sand with different clays saturated with water indicated that an increase in PI decreased the soil potential to liquefy, and soil with
publisherAmerican Society of Civil Engineers
titleHow Reliable is the Plasticity Index for Estimating the Liquefaction Potential of Clayey Sands?
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:1(124)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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