Failure Process Simulation of Interlayered Rocks under Compression

Figure 10

Numerical specimens with structural planes at different orientation: (a) α = 0°; (b) α = 15°; (c) α = 30°; (d) α = 45°; (e) α = 60°; (f) α = 75°; (g) α = 90°.

(a)

(b)

(c)

(d)

(e)

(f)

(g)