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contributor authorP. K. Robertson
date accessioned2017-05-08T22:11:56Z
date available2017-05-08T22:11:56Z
date copyrightSeptember 2015
date issued2015
identifier other39686928.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73281
description abstractSignificant developments have taken place over the past 20 years to evaluate the liquefaction potential of soils using in situ tests. The cone penetration test (CPT) is now commonly used to evaluate liquefaction potential in soils. There have also been significant developments to evaluate liquefaction potential based on in situ shear wave velocity (
publisherAmerican Society of Civil Engineers
titleComparing CPT and Vs Liquefaction Triggering Methods
typeJournal Paper
journal volume141
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001338
treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 009
contenttypeFulltext


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