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

Figure 18

Internal friction angles of the SRM samples with different gravel proportions. (a) SBG for the 1st shear. (b) SBG for the 2nd shear. (c) SBG for the 3rd shear. (d) SSG.

(a)

(b)

(c)

(d)