A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect

Figure 5

The relationship between tangential stress and shear displacement at L = 300 mm, W = 300 mm, and H = 300 mm: (a) T = 0 mm, (b) T = 2 mm, (c) T = 4 mm, and (d) T = 6 mm.

(a)

(b)

(c)

(d)