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

Figure 1

The morphology of utilized fine and coarse aggregates: (a) 0.212–0.425 mm, (b) 0.425–0.85 mm, (c) 0.85–2.36 mm, and (d) 5–10 mm.

(a)

(b)

(c)

(d)