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contributor authorChristopher D. P. Baxter
contributor authorAaron S. Bradshaw
contributor authorRussell A. Green
contributor authorJian-Hua Wang
date accessioned2017-05-08T21:29:03Z
date available2017-05-08T21:29:03Z
date copyrightJanuary 2008
date issued2008
identifier other%28asce%291090-0241%282008%29134%3A1%2837%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53228
description abstractAs an alternative to a field-based liquefaction resistance approach, cyclic triaxial tests with bender elements were used to develop a new correlation between cyclic resistance ratio (CRR) and overburden stress-corrected shear-wave velocity
publisherAmerican Society of Civil Engineers
titleCorrelation between Cyclic Resistance and Shear-Wave Velocity for Providence Silts
typeJournal Paper
journal volume134
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2008)134:1(37)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 001
contenttypeFulltext


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