Application of the Slope Coefficient of the Equivalent M–C Criterion in Layered Rock Mass Engineering

Figure 12

Displacement distribution under different slope coefficients when the rock layer dip is 30°. (a) Before. (b) . (c) . (d) . (e) . (f) . (g) .

(a)

(b)

(c)

(d)

(e)

(f)

(g)