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A unified viscoplastic model and strain rate–temperature equivalence of frozen soil under impact loading

Geotechnical EngineeringSoil MechanicFreeze-thaw CyclingEngineeringGeotechnical PropertyCivil EngineeringGeomechanicsRheologyUnified Viscoplastic ModelStrain Rate–temperature EquivalenceFrozen SoilEarth ScienceMechanics Of MaterialsUnsaturated Soil MechanicsMechanics Modeling