Abstract

Pleistocene soil deposits show an increase in liquefaction resistance compared to younger deposits; thus, semi-empirical procedures for evaluating liquefaction potential that are derived from databases of young Holocene soils may not be applicable to aged soils. In this study, the minimum earthquake magnitude and peak ground acceleration required to initiate liquefaction were computed for soils estimated to be about 120,000 to 130,000 years old at the Hollywood site located in the South Carolina Coastal Plain. Discovered sandblows at this site are associated with earthquakes that date back to 11,000 years before present. In-situ geotechnical data, including SPT and CPT with pore water pressure measurements, were used with empirical methods that account for the age of the soil deposit to back analyse the minimum earthquake magnitude and peak ground acceleration at the time of the prehistoric earthquakes. When the age of the earthquake was not considered, the magnitude ranged from 7 to 7.2 and the corresponding acceleration ranged from 0.23 to 0.35g. The earthquake magnitude at the time of earthquake was found to be lower when accounting for age; for the most recent prehistoric earthquake with the age of 546±17, the magnitude was reduced and ranged from 5.7 to 6.7 with corresponding acceleration ranging from 0.17 to 0.30g.

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