Effect of Curing Time on the Surface Permeability of Concrete with a Large Amount of Mineral Admixtures

Table 3

Concrete mix design with a water-binder ratio of 0.35 (kg/m³).

Number	Cement	Water	Sand	Coarse aggregate	Fly ash	Slag	Limestone powder
F35–0.35	312	168	700	1051	168	0	0
F45–0.35	264	168	695	1056	216	0	0
FL45–0.35	264	168	695	1056	192	0	24
S35–0.35	312	168	710	1041	0	168	0
S45–0.35	264	168	706	1045	0	216	0
SL45–0.35	264	168	706	1045	0	192	24