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contributor authorAmy B. Cerato
contributor authorAlan J. Lutenegger
date accessioned2017-05-08T21:28:02Z
date available2017-05-08T21:28:02Z
date copyrightAugust 2004
date issued2004
identifier other%28asce%291090-0241%282004%29130%3A8%28872%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52555
description abstractResults of laboratory oedometer tests on reconstituted specimens of four clays prepared at different initial water contents, ranging from the liquid limit to 1.75 times the liquid limit, show that the intrinsic compression line may not be “unique” for a given soil. This suggests that the “intrinsic” parameter
publisherAmerican Society of Civil Engineers
titleDetermining Intrinsic Compressibility of Fine-Grained Soils
typeJournal Paper
journal volume130
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2004)130:8(872)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
contenttypeFulltext


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