Research Article
Effect of Rock Particle Content on the Mechanical Behavior of a Soil-Rock Mixture (SRM) via Large-Scale Direct Shear Test
Figure 9
Vertical and horizontal displacement curves of different rock particle content samples under the same normal stresses: (a) normal stress σn = 141.5 kPa; (b) normal stress σn = 283.1 kPa; (c) normal stress σn = 424.6 kPa; (d) normal stress σn = 566.2 kPa.
| (a) |
| (b) |
| (c) |
| (d) |