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contributor authorSudhakar M. Rao
contributor authorK. Revanasiddappa
date accessioned2017-05-08T21:26:48Z
date available2017-05-08T21:26:48Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%291090-0241%282000%29126%3A1%2885%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51805
description abstractThis paper examines the influence of variations in matric suction on the collapse behavior of compacted Bangalore clay soil. The ASTM filter paper method measured the matric suctions of the compacted soil specimens. The matric suction of the compacted clay soil specimens ranged between 50 and 8,000 kPa at the as-compacted
publisherAmerican Society of Civil Engineers
titleRole of Matric Suction in Collapse of Compacted Clay Soil
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2000)126:1(85)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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