Predicting Strength Properties of High-Performance Concrete Modified with Natural Aggregates and Ferroslag under Varied Curing Conditions

Table 3

Concrete mix design proportions.

Mix ID	Cement	Fly ash	Silica fume	Fine aggregates	Coarse aggregates		Water (l/m^3)	Superplasticizer (l/m^3)
					Natural aggregates	Ferro slag aggregates
	(kg/m^3)
MF0	382.5	76.5	51	716.17	1186.56	0.00	143	4.54
MF10	382.5	76.5	51	716.17	1067.90	118.65	143	4.54
MF20	382.5	76.5	51	716.17	949.24	237.31	143	4.54
MF30	382.5	76.5	51	716.17	830.59	355.96	143	4.54
MF40	382.5	76.5	51	716.17	711.93	474.62	143	4.54
MF50	382.5	76.5	51	716.17	593.28	593.28	143	4.54
MF60	382.5	76.5	51	716.17	474.62	711.93	143	4.54
MF70	382.5	76.5	51	716.17	355.96	830.59	143	4.54
MF80	382.5	76.5	51	716.17	237.31	949.24	143	4.54
MF90	382.5	76.5	51	716.17	118.65	1067.90	143	4.54
MF100	382.5	76.5	51	716.17	0.00	1186.56	143	4.54