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Influences of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation

Geotechnical EngineeringClay MineralEngineeringGeotechnical ProblemGeotechnical PropertyCivil EngineeringMechanical EngineeringLoading FrequencyGeomechanicsStress MagnitudePrincipal Stress RotationMechanics Of MaterialsSoil Mechanic