Experimental Study on Shear Failure Mechanism and the Identification of Strength Characteristics of the Soil-Rock Mixture

<div>Failure face for the parts of samples. (a) SBG. A: gravel proportion of 10%. B: gravel proportion of 30%. C: gravel proportion of 50%. (b) SSG. A: gravel proportion of 10%. B: gravel proportion of 30%. C: gravel proportion of 50%.</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Experimental Study on Shear Failure Mechanism and the Identification of Strength Characteristics of the Soil-Rock Mixture 