Study of Material Composition Effects on the Mechanical Properties of Soil-Rock Mixtures

Figure 7

Curves of (σ₁ − σ₃)∼ε under variable rock percentage or 5∼10 mm size: (a) 200 kPa confining pressure; (b) 400 kPa confining pressure; (c) 800 kPa confining pressure; (d) 5∼10 mm block size.

(a)

(b)

(c)

(d)