Research Article
A Simple Three-Dimensional Failure Criterion for Jointed Rock Masses under True Triaxial Compression
Figure 4
The comparison results of the calculated and experimental strength of jointed marble for different joint inclination angles: (a–f) β = 0°, 20°, 40°, 60°, 80°, and 90°.
(a) |
(b) |
(c) |
(d) |
(e) |
(f) |