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contributor authorSelcuk Toprak
contributor authorThomas L. Holzer
date accessioned2017-05-08T21:27:40Z
date available2017-05-08T21:27:40Z
date copyrightApril 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A4%28315%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52325
description abstractCone penetration test (CPT) soundings at historic liquefaction sites in California were used to evaluate the predictive capability of the liquefaction potential index (LPI), which was defined by Iwasaki et al. in 1978. LPI combines depth, thickness, and factor of safety of liquefiable material inferred from a CPT sounding into a single parameter. LPI data from the Monterey Bay region indicate that the probability of surface manifestations of liquefaction is 58 and 93%, respectively, when LPI equals or exceeds 5 and 15. LPI values also generally correlate with surface effects of liquefaction: Decreasing from a median of 12 for soundings in lateral spreads to 0 for soundings where no surface effects were reported. The index is particularly promising for probabilistic liquefaction hazard mapping where it may be a useful parameter for characterizing the liquefaction potential of geologic units.
publisherAmerican Society of Civil Engineers
titleLiquefaction Potential Index: Field Assessment
typeJournal Paper
journal volume129
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:4(315)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 004
contenttypeFulltext


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