Deformation and Stress Distribution of the Effective Water-Resisting Rock Beam under Water-Rock Coupling Action inside the Panel Floor

Figure 12

Deformation deflection curve with different viscosity coefficients. (a)  = 40 GPa·h. (b)  = 50 GPa·h. (c)  = 60 GPa·h.

(a)

(b)

(c)