Effect of Rock Particle Content on the Mechanical Behavior of a Soil-Rock Mixture (SRM) via Large-Scale Direct Shear Test

<div>Shear stress and horizontal displacement curves of different rock particle content samples under the same normal stresses: (a) <i>σ</i> = 141.5 kPa; (b) <i>σ</i> = 283.1 kPa; (c) <i>σ</i> = 424.6 kPa; (d) <i>σ</i> = 566.2 kPa.</div>

Advances in Civil Engineering

fig6

Figure 6

Figure 6: Effect of Rock Particle Content on the Mechanical Behavior of a Soil-Rock Mixture (SRM) via Large-Scale Direct Shear Test 