Numerical Study on Zonal Disintegration of Deep Rock Mass Using Three-Dimensional Bonded Block Model

<div>Numerical test result of uniaxial compression test. (a) Frontal views at different view angles of fracture mode, red dash line for shear fracture and yellow dash line for tensile fracture. (b) Stress-strain curve of the numerical test and the laboratory test of sandstone.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Numerical Study on Zonal Disintegration of Deep Rock Mass Using Three-Dimensional Bonded Block Model 