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contributor authorScott M. Olson
contributor authorTimothy D. Stark
date accessioned2017-05-08T21:27:44Z
date available2017-05-08T21:27:44Z
date copyrightAugust 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A8%28727%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52376
description abstractA procedure is proposed to evaluate the triggering of liquefaction in ground subjected to a static shear stress, i.e., sloping ground, using the yield strength ratio,
publisherAmerican Society of Civil Engineers
titleYield Strength Ratio and Liquefaction Analysis of Slopes and Embankments
typeJournal Paper
journal volume129
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:8(727)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
contenttypeFulltext


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