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Liquefaction Potential Index: Field Assessment
Authors:Selcuk Toprak  Thomas L Holzer
Affiliation:1Research Civil Engineer, U.S. Geological Survey, 345 Middlefield Road, Menlo Park, CA?94025; current address, Assistant Professor, Dept. of Civil Engineering, Pamukkale Univ., Denizli, Turkey.
2Engineering Geologist, U.S. Geological Survey, 345 Middlefield Road, Menlo Park, CA?94025.
Abstract:Cone 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.
Keywords:Liquefaction  Earthquakes  California  
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