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

Table 5

Optimised mix proportion.

Mix ID	Cement	Fly ash	Silica fume	Coarse aggregates		Water	Superplasticizer
				Natural aggregates	Ferro slag aggregates
	(kg/m^3)					(l/m^3)
MF0	382.5	76.5	51	1186.5	0	143	4.589
MF20	382.5	76.5	51	949.24	237.51	143	4.589
MF30	382.5	76.5	51	830.59	355.96	143	4.589
MF40	382.5	76.5	51	711.94	474.62	143	4.589