Influence of Distribution Modulus on the Compressive Strength of Ultra-High-Performance Concrete with Coarse Aggregate (UHPC-CA)

Figure 3

The mixture and target curve of UHPC-CAs: (a) the target curve corresponding different values of q, (b) q = 0.20, (c) q = 0.21, (d) q = 0.22, (e) q = 0.23, (f) q = 0.25, and (g) q = 0.23: , in the figures, were calculated by equation (3) and (4).

(a)

(b)

(c)

(d)

(e)

(f)

(g)