Numerical Experiments on Triaxial Compression Strength of Soil-Rock Mixture

Figure 7

Stress-strain curves of samples with different rock contents: (a) 0%, (b) 10%, (c) 20%, (d) 30%, (e) 40%, (f) 50%, (g) 60%, and (h) 70%.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)