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Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions

Geotechnical EngineeringSoil CompactionEngineeringGeomorphologyGeotechnical PropertyMechanical EngineeringClaysCivil EngineeringSoil StructureGeomechanicsPrincipal Stress RotationUndrained ConditionsDeformation BehaviourSoil Mechanic