Research Article
A Simple Three-Dimensional Failure Criterion for Jointed Rock Masses under True Triaxial Compression
Figure 6
The comparison results of the calculated and experimental strength of jointed blocky mass for different joint inclination angles: (a–f) β = 0°, 20°, 40°, 60°, 80°, and 90°.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |