Experimental Study on the Characteristics of Granular Materials’ Flows and Fractures under Uniaxial Compression

Figure 12

The breakage of 3 and 4 cm mixed cement mortar particles under the loading of 30, 40, and 50 kN: (a–c) in the surface layer; (d–f) in the medium layer; (g–i) in the bottom layer.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)