Research Article
Influence of Bedding Planes on the Mechanical Characteristics and Fracture Pattern of Transversely Isotropic Rocks in Direct Shear Tests
Figure 14
Shear stress-shear displacement curves of the specimens with different bedding plane geometries.
(a) 0° |
(b) 15° |
(c) 30° |
(d) 45° |
(e) 60° |
(f) 75° |
(g) 90° |