Experimental Research on Durability of Fly Ash Pavement Concrete and Mix Proportion Optimization

Table 10

The optimal mix ratio of C40 pavement concrete (kg/m³).

C	Fly	SF	W	Sand	Stone (5–10 mm)	Stone (10–25 mm)	Stone (25–31.5 mm)	Polycarboxylic acid	Air-entraining admixtures	Reinforcing agent
345.6	96.0	38.4	168	663	322.8	538	215.2	4.80	0.192	4.8