Using different state parameters for characterizing undrained static and cyclic behavior of sand with non-plastic fines
D. Porcino, Theodoros Triantafyllidis, Torsten Wichtmann, Giuseppe Tomasello
Topics & Concepts
LiquefactionMonotonic functionVoid ratioGeotechnical engineeringCritical state soil mechanicsWork (physics)Granular materialPlasticityEffective stressMaterials scienceShear (geology)Pore water pressureInstabilityMathematicsConstitutive equationStructural engineeringGeologyMechanicsEngineeringComposite materialPhysicsThermodynamicsMathematical analysisFinite element methodGeotechnical Engineering and Underground StructuresGeotechnical Engineering and Soil MechanicsGeotechnical Engineering and Soil Stabilization