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contributor authorShin Fun Chung
contributor authorMark F. Randolph
contributor authorJames A. Schneider
date accessioned2017-05-08T21:28:42Z
date available2017-05-08T21:28:42Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A9%281188%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52991
description abstractThis paper discusses the effects of penetration rate on the penetration resistance in soft clay for various shaped penetrometers (cone, T-bar, ball, and plate) and for T-bars with different aspect ratios. Constant rate (“normal”) and variable rate (“twitch”) penetration tests, where the penetration rate was successively halved over eight steps with the penetrometer advanced by one or two diameters in each step, were undertaken in the beam centrifuge at the University of Western Australia. The tests were conducted on samples reconstituted from clay collected from the Burswood site in Western Australia. The twitch tests showed higher penetration resistance than the corresponding normal tests after the penetration rate had been reduced by a factor of 16 due to cumulative effects of partial consolidation. The penetration rate at which the resistance started to increase due to partial consolidation was used to estimate the consolidation coefficient,
publisherAmerican Society of Civil Engineers
titleEffect of Penetration Rate on Penetrometer Resistance in Clay
typeJournal Paper
journal volume132
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:9(1188)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
contenttypeFulltext


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