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Resilient and permanent deformation of unsaturated unbound granular materials under cyclic loading by the large-scale triaxial tests

Geotechnical EngineeringMaterials ScienceLarge-scale Triaxial TestsEngineeringDynamic Constitutive BehaviorMechanical BehaviorCivil EngineeringGeomechanicsGranular MediumPermanent DeformationMicrostructure-strength RelationshipCyclic LoadingMechanical DeformationMechanics Of Materials