Deformation and Failure Characteristics of Soil-Rock Mixture considering Material Composition and Random Structure

Figure 6

Expanding of bond failure between particles with increase of uniformly distributed loading. (a) 0 kPa. (b) 50 kPa. (c) 100 kPa. (d) 120 kPa. (e) 132 kPa. (f) Destroyed.

(a)

(b)

(c)

(d)

(e)

(f)