Failure Process Simulation of Interlayered Rocks under Compression

<div>Failure mode of specimens at <i>α</i> = 30° with different layer thickness under uniaxial compression: (a) <i>d</i> = 5 cm; (b) <i>d</i> = 16.67 cm; (c) <i>d</i> = 16.67 cm.</div>

Advances in Civil Engineering

fig14

Figure 14

Figure 14: Failure Process Simulation of Interlayered Rocks under Compression 