Influence of Curing Time on the Drying Shrinkage of Concretes with Different Binders and Water-to-Binder Ratios

Table 2

Mix proportions of the concretes (kg/m³).

	Cement	GGBS	Fly ash	SGGBS	Coarse aggregates	Fine aggregates	Water
C-0.50	360	0	0	0	1060	800	180
B-0.50	216	144	0	0	1097	763	180
F-0.50	216	0	144	0	1116	744	180
SB-0.50	216	108	0	36	1097	763	180
SF-0.50	216	0	108	36	1116	744	180
C-0.42	360	0	0	0	1077	812	151.2
B-0.42	216	144	0	0	1114	774	151.2
F-0.42	216	0	144	0	1133	756	151.2