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contributor authorBinu Sharma
contributor authorPadma K. Bora
date accessioned2017-05-08T21:27:45Z
date available2017-05-08T21:27:45Z
date copyrightAugust 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A8%28774%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52380
description abstractThe concept that plasticity index of soils can be defined as a range of water contents producing a 100-fold variation in undrained shear strength has been experimentally verified with the help of a large number of tests on soils of diverse nature. This has led to the redefinition of the plastic limit as the water content at which undrained shear strength is around 170 kN/m
publisherAmerican Society of Civil Engineers
titlePlastic Limit, Liquid Limit and Undrained Shear Strength of Soil—Reappraisal
typeJournal Paper
journal volume129
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:8(774)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
contenttypeFulltext


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