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contributor authorHossein Hayati
contributor authorRonald D. Andrus
date accessioned2017-05-08T21:29:15Z
date available2017-05-08T21:29:15Z
date copyrightJune 2008
date issued2008
identifier other%28asce%291090-0241%282008%29134%3A6%28815%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53354
description abstractA liquefaction potential map of the peninsula of Charleston, S.C., is presented in this paper. Liquefaction potential is expressed in terms of the liquefaction potential index developed by Iwasaki et al. and calculated using 44 cone penetration test profiles. The cone profiles are supplemented with information from the 1:24,000 scale geologic map by Weems and Lemon, several first-hand accounts of liquefaction and ground deformation that occurred during the 1886 Charleston earthquake, and liquefaction probabilities determined by Elton and Hadj-Hamou based on standard penetration tests. Nearly all of the cases of liquefaction and ground deformation occurred in the Holocene to late Pleistocene beach deposits that flank the higher-ground sediments of the Wando Formation. To match the observed field behavior, a deposit resistance correction factor of 1.8 is applied to cyclic resistance ratios calculated for the
publisherAmerican Society of Civil Engineers
titleLiquefaction Potential Map of Charleston, South Carolina Based on the 1886 Earthquake
typeJournal Paper
journal volume134
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2008)134:6(815)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 006
contenttypeFulltext


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