The failure modes of granular material in undrained cyclic loading: a critical state approach using DEM
Rohini Kolapalli, Md Mizanur Rahman, Md Rajibul Karim, Hoang Bao Khoi Nguyen
Topics & Concepts
Void ratioCritical state soil mechanicsFailure mode and effects analysisLiquefactionStress spaceInstabilityIsotropyMaterials scienceSolid mechanicsSoil liquefactionGeotechnical engineeringEffective stressConsolidation (business)Void (composites)Structural engineeringMechanicsGeologyComposite materialEngineeringPhysicsConstitutive equationFinite element methodAccountingBusinessQuantum mechanicsGeotechnical Engineering and Soil MechanicsGeotechnical Engineering and Soil StabilizationGeotechnical Engineering and Underground Structures