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Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion

Geotechnical EngineeringHomogeneous SlopeEngineeringSlope StabilityStructural CrashworthinessRock SlopeStrength PropertyMechanical EngineeringGeomechanicsEngineering Failure AnalysisStructural ReliabilityStructural MechanicsSafety Factor