首页|Influence of source-to-site distance and diagenesis on liquefaction triggering of 200,000-year-old beach sand

Influence of source-to-site distance and diagenesis on liquefaction triggering of 200,000-year-old beach sand

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Liquefaction triggering of the outcropping 200,000-year-old Ten Mile Hill beds sand facies (Qts) near Charleston, South Carolina is characterized in this paper. The characterization includes evaluating the relative susceptibility to liquefaction of Qts assuming a uniform seismic load and using seismic cone penetration testing at 46 sites, the ratio of measured small-strain shear wave velocity to estimated small-strain shear wave velocity (MEVR), and the liquefaction potential index (LPI). The computed LPI values indicate a slight decrease in the liquefaction susceptibility of Qts moving away (5 to 30 km) from the likely source of the 1886 Charleston earthquake (Mw ~ 7). Also characterized is the liquefaction potential of Qts during the Charleston earthquake and a range of other earthquake loadings. The results for the range of other earthquake loadings are summarized in terms of liquefaction probability curves, which provide a method for mapping liquefaction potential in Qts. A back-calculated, lower-bound diagenesis correction factor of 1.11 for areas of Qts where liquefaction surface manifestations were not observed agrees well with the published data.

Cone penetration testDiagenesisEarthquakesShear wave velocitySoil liquefaction

Bwambale B.、Andrus R.D.、Heidari T.、Gathro J.、Cramer C.H.

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ECS Southeast LLP

Glenn Department of Civil Engineering Clemson University

Jacobs Engineering Group Inc.

S&ME Inc.

Center for Earthquake Research and Information The University of Memphis

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2022

Engineering Geology

Engineering Geology

EISCI
ISSN:0013-7952
年,卷(期):2022.298
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