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A New Perspective on the Constant mi of the Hoek–Brown Failure Criterion and a New Model for Determining the Residual Strength of Rock

Geotechnical EngineeringRock TestingRock SlideEngineeringRock SlopeCivil EngineeringMechanical EngineeringHoek–brown Failure CriterionGeomechanicsConstant MiResidual StrengthEngineering GeologyFormation DamageRock MechanicsMechanics Of MaterialsRock Properties