Numerical prediction of undrained cyclic triaxial experiments on saturated Kasai river sand using two constitutive models of liquefaction
Raj Banerjee, Rana Chattaraj, Y. M. Parulekar, Aniruddha Sengupta
Topics & Concepts
LiquefactionGeotechnical engineeringPore water pressureStress pathConstitutive equationRelative densityTriaxial shear testEffective stressFlow (mathematics)Overburden pressureStress (linguistics)GeologyMechanicsMaterials scienceShear (geology)EngineeringStructural engineeringPhysicsFinite element methodComposite materialLinguisticsSinteringPetrologyPhilosophyGeotechnical Engineering and Soil MechanicsGeotechnical Engineering and Underground StructuresGeotechnical Engineering and Soil Stabilization