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Introduction
Part I Experimental Studies on Compression-Shear Failure Mechanism of Rock Mass
Joint Surface Morphology and Shear Behavior
Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior
Influence of Flaw Density on Shear Fracturing and Fractal Behavior
Part II Failure Mechanism and Stability Analysis of Heavily Fractured Rock Slope
Method for Determining Strength Parameters of Heavily Fractured Rock Mass
Kinematical Element Method
Integrated Karst Cave Stochastic Model-Limit Equilibrium Method
Strain-Softening Behavior and Strength Reduction Method
Three-dimensional Effects
Part III Failure Mechanism and Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities
Joint Element and Displacement Discontinuity Method
Discontinuity Kinematical Element Method
Joint Element and Strength Reduction Method
Fracture Mechanics Method.

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