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LIQUEFACTION SUSCEPTIBILITY OF FINE-GRAINED SOILS (2006)
Based on the results of this study, a soil deposit is considered to be susceptible to liquefaction or cyclic mobility if the ratio of the water content to liquid limit is equal to or greater than 0.85 (wc/LL > 0.85), and the soil plasticity index is equal to or less than twelve (PI < 12).
Reference:
J. Geotech. Geoenviron. Eng., 132(9), 1165–1177.
J. Geotech. Geoenviron. Eng., 132(9), 1165–1177.
Organization:
Department of Civil Engineering, University of California, Berkeley, USA
Department of Civil Engineering, University of California, Berkeley, USA
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