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

<div>Derivation of empirical equation for coarse aggregate ((D)<sub>max</sub> = 10 mm) admixture based on the MAA model: (a) principle of derivation; (b) fitting equation.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Influence of Distribution Modulus on the Compressive Strength of Ultra-High-Performance Concrete with Coarse Aggregate (UHPC-CA) 