Investigation on Durability Performance in Early Aged High-Performance Concrete Containing GGBFS and FA

Table 2

Mixing proportion of HPC.

System	ratio; (%)	Water; (kg/m^3)	Cement; (kg/m^3)	Fly-ash; (kg/m^3)	GGBFS; (kg/m^3)	Coarse aggregates (kg/m^3)	Fine aggregates; (kg/m^3)
O100	0.37	168	454	0.0	0.0	952	767
	0.42	168	400	0.0	0.0	976	787
	0.47	168	357	0.0	0.0	960	838
O70S30	0.37	168	318	0.0	136	946	762
	0.42	168	280	0.0	120	972	783
	0.47	168	250	0.0	107	956	835
O50S50	0.37	168	227	0.0	227	943	760
	0.42	168	200	0.0	200	969	780
	0.47	168	179	0.0	179	853	832
O70F30	0.37	168	318	136	0.0	952	745
	0.42	168	280	120	0.0	953	768
	0.47	168	250	107	0.0	939	820
O50F50	0.37	168	227	227	0.0	950	662
	0.42	168	200	200	0.0	982	685
	0.47	168	179	179	0.0	1008	703