Research Article
Effect of Rock Particle Content on the Mechanical Behavior of a Soil-Rock Mixture (SRM) via Large-Scale Direct Shear Test
Figure 5
Shear stress and horizontal displacement curves of different rock particle content samples under the different normal stresses: (a) RPC = 35%; (b) RPC = 45%; (c) RPC = 35%; (d) RPC = 65%; (e) RPC = 75%.
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