Deformation and Failure Characteristics of Soil-Rock Mixture considering Material Composition and Random Structure

Figure 11

Distribution of the bond failure zone under different rock block inclinations. (a) 0°. (b) 10°. (c) 20°. (d) 30°. (e) 40°. (f) 50°. (g) 60°. (h) 70°. (i) 80°. (j) 90°.

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(b)

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