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The Reasonable Range Limit of the Shape Parameter in the Weibull Distribution for Describing the Brittle Failure Behavior of Rocks

Geotechnical EngineeringReasonable Range LimitRock TestingEngineeringMechanical EngineeringCivil EngineeringDynamic Crack PropagationGeomechanicsWeibull DistributionRock BurstSolid MechanicsBrittle Failure BehaviorCrack FormationDamage EvolutionMechanics Of Materials