Research Article
Experimental Study on the Characteristics of Granular Materials’ Flows and Fractures under Uniaxial Compression
Figure 9
The breakage of particles under the loading of 30, 40, and 50 kN: (a–c) cement particles; (d–f) cement mortar particles.
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| (b) |
| (c) |
| (d) |
| (e) |
| (f) |