Late-Age Properties of Concrete with Different Binders Cured under 45°C at Early Ages

Table 4

Mix proportion of concretes/(kg/m³).

Samples	Cement	Fly ash	GGBS	Silica fume	Water	Fine aggregates	Coarse aggregates
(a) in Figures 2–8	360	0	0	0	155	808	1070
(b) in Figures 2–8	198	162	0	0	155	808	1070
(c) in Figures 2–8	198	0	162	0	155	808	1070
(d) in Figures 2–8	316.8	0	0	43.2	155	808	1070