Liquefaction Potential Map of Charleston, South Carolina Based on the 1886 Earthquake |
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Authors: | Hossein Hayati Ronald D. Andrus |
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Affiliation: | 1Graduate Research Assistant, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911. 2Associate Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author). E-mail: randrus@clemson.edu
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Abstract: | A 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 100,000-year-old Wando Formation. No corrections are needed for the younger deposits. In additional to 1886 field behavior, the deposit resistance corrections are supported by ratios of measured to predicted shear-wave velocity. |
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Keywords: | Cone penetration tests Earthquakes Liquefaction Mapping Shear waves Velocity South Carolina |
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