Laboratory Standard Penetration Tests on Fine Sands
- 1 June 1977
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Geotechnical Engineering Division
- Vol. 103 (6) , 565-588
- https://doi.org/10.1061/ajgeb6.0000437
Abstract
Seed and his coworkers at the University of California at Berkeley, as well as others, have reported that the potential for liquefaction of a cohesionless soil is related to the intensity of dynamic loadings, the in-situ stresses, the grain size characteristics of the soil, the shear strength, and the in-place density (18).Keywords
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