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Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models

Geotechnical EngineeringRock TestingRock SlideEngineeringSlope StabilityStructural GeologyRock SlopeLimit Equilibrium ModelsGeotechnical ProblemMechanical EngineeringCivil EngineeringGeomechanicsRock BurstAnti-inclined Rock SlopesStructural Mechanics