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Stress-state—permeability relations for overconsolidated clays
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1996
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Geotechnical EngineeringMaterials ScienceSoil MechanicExperimental DataEngineeringClay MineralStress-state—permeability RelationsSoil PropertyOverconsolidated StatesCivil EngineeringClaysSoil StructureEarth ScienceMechanics Of MaterialsSediment TransportPreconsolidation Stress Level
Analysis of experimental data of soils in both the normally consolidated and overconsolidated states reveal that the proposed relationships are tenable. Preconsolidation stress level influences the level of permeability.