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Publications by [Durgunoglu H. T.]
Total Items found:
Bray J. D.
,
Sancio R. B.
et al.
<p>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 ...
Filed under:
Earthquake Engineering -
Liquefaction
Reference:
J. Geotech. Geoenviron. Eng., 132(9), 1165–1177.
