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Laboratory Standard Penetration Tests on Fine Sands
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References
1977
Year
LiquefactionGrain Size CharacteristicsEngineeringSoil LiquefactionMechanical EngineeringSoil-structure InteractionSoil MechanicsSoil MechanicGeotechnical EngineeringSoil DynamicsRheologySoil PropertiesShear StrengthSeabed LiquefactionCohesionless SoilLaboratory Standard PenetrationEngineering GeologySedimentologySediment TransportUnsaturated Soil MechanicsGeotechnical PropertyCivil EngineeringSoil StructureGeomechanicsMechanics Of Materials
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).