Dynamic Shear Properties of Recycled Waste Steel Slag Used as a Geo-Backfill Material

Figure 10

Fitted curves of G/G_max-γ and λ-γ under different mixing ratios: (a) D_r = 0.3; (b) D_r = 0.5; (c) D_r = 0.7.

(a)

(b)

(c)