Research Article
Study of SCA-Induced Rock Crack Propagation under Different Stress Conditions Using a Modified Cohesive Element Method
Figure 17
Variations of the crack length versus SCA expansion pressure under different stress and notch direction conditions. (a) θ = 0°; (b) θ = 45°; (c) θ = 90°.
| (a) |
| (b) |
| (c) |