Numerical Analysis of the Mud Inflow Model of Fractured Rock Mass Based on Particle Flow

Figure 11

The relationship curve between seepage flow of particles and time under different water pressures for particle size of at (a) , (b) , (c) , and (d) ; and particle size of at (e) , (f) , (g) , and (h) ; and particle size of at (i) , (j) , (k) , and (l) .

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)

(k)

(l)