Advances in Materials Science and Engineering / 2019 / Article / Fig 6

Research Article

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)

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