Mechanical Properties of Scrap Tire Crumbs-Clayey Soil Mixtures Determined by Laboratory Tests

Figure 11

Variations of shear stress versus shear strain for mixtures under vertical pressure of 200 kPa. (a) Clayey soil. (b) C_STC = 10%. (c) C_STC = 20%. (d) C_STC = 30%.

(a)

(b)

(c)

(d)