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

Figure 16

Simulation results of key points of surrounding rocks at the 0 inclination angle. (a) Displacement of the respective key point at an inclination angle of 0. (b) Deviatoric stress of the respective key point at an inclination angle of 0. (c) Displacement of the respective key point at an inclination angle of 30. (d) Deviatoric stress of the respective key point at an inclination angle of 30. (e) Displacement of the respective key point at an inclination angle of 45. (f) Deviatoric stress of the respective key point at an inclination angle of 45. (g) Displacement of the respective key point when the inclination is 60. (h) Eccentric stress of the respective key point when the inclination is 60.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)