Publication | Closed Access

Influence of initial state and intermediate principal stress on undrained behavior of soft clay during pure principal stress rotation

Geotechnical EngineeringSoft ClayClay MineralEngineeringGeotechnical PropertyMechanical EngineeringCivil EngineeringClaysStressstrain AnalysisGeomechanicsInitial StateMechanics Of MaterialsIntermediate Principal Stress