Effect of Particle Breakage and Shape on the Mechanical Behaviors of Granular Materials

<div>Variation in the locked contact percentage with major principal strain. TC tests: (a) <i>p</i><sub><i>c</i></sub> = 300kPa; (b) <i>F</i><sub>d</sub> = 180.</div>

Advances in Civil Engineering

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Figure 20

Figure 20: Effect of Particle Breakage and Shape on the Mechanical Behaviors of Granular Materials 