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Loading rate dependence of class II rock behaviour in uniaxial and triaxial compression tests—an application of a proposed new control method

Geotechnical EngineeringNew Control MethodRock TestingEarthquake EngineeringEngineeringHigh-rate LoadingGeotechnical ProblemCivil EngineeringMechanical EngineeringUnsaturated Soil MechanicsGeomechanicsRock FragmentationRock MechanicsRock PropertiesRate Dependence