Journal of the Geotechnical Engineering Division · 1977 · 57 citations · 0 references
EngineeringCivil EngineeringSoil SciencesGeotechnical EngineeringSoil MechanicsSoil ScienceLiquefaction MitigationShear StrengthShear Strength Of SoilsSoil DensitySoil DynamicsSoil TextureCohesionless Soil BehaviorGrain Size EffectsLiquefactionLoadingsSoil CohesionSoil LiquefactionStandard Penetration TestStandard Penetration Testing
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).