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

Table 2

Concrete mix design with a water-binder ratio of 0.45 (kg/m³).

Number	Cement	Water	Sand	Coarse aggregate	Fly ash	Slag	Limestone powder
F35–0.45	247	171	832	1017	133	0	0
F45–0.45	209	171	827	1022	171	0	0
FL45–0.45	209	171	827	1022	152	0	19
S35–0.45	247	171	840	1009	0	133	0
S45–0.45	209	171	835	1014	0	171	0
SL45–0.45	209	171	835	1014	0	152	19