Monotonic and cyclic characteristics of K0-Consolidated saturated soft clay under a stress path involving a variable confining pressure
Jun Wang, Lei Wu, Yuanqiang Cai, Lin Guo, Yunguo Du, Changfei Gou, Junfeng Ni, Ziyang Gao
Topics & Concepts
Stress pathOverburden pressureConsolidation (business)Pore water pressureGeotechnical engineeringEffective stressMonotonic functionMaterials scienceStress (linguistics)AmplitudeSolid mechanicsShear stressTriaxial shear testTerzaghi's principleMechanicsGeologyShear (geology)MathematicsComposite materialPhysicsMathematical analysisAccountingBusinessQuantum mechanicsPhilosophyLinguisticsGeotechnical Engineering and Soil MechanicsGeotechnical Engineering and Underground StructuresGeotechnical Engineering and Soil Stabilization