Table 2.

Mix design proportions for 1 m³ of concrete (binder and aggregate quantities for control and nano-modified mixes).

Mix ID	Cement (kg)	NS (kg)	NA (kg)	GO (kg)	Water (kg)	w/c	Fine Agg (kg)	Coarse Agg (kg)
Control	400	0	0	0	160	0.40	700	1100
NS-1%	396	4.0	0	0	160	0.40	700	1100
NS-2%	392	8.0	0	0	160	0.40	700	1100
NS-3%	388	12.0	0	0	160	0.40	700	1100
NA-1%	396	0	4.0	0	160	0.40	700	1100
NA-2%	392	0	8.0	0	160	0.40	700	1100
NA-3%	388	0	12.0	0	160	0.40	700	1100
GO-0.05%	399.8	0	0	0.2	160	0.40	700	1100
GO-0.10%	399.6	0	0	0.4	160	0.40	700	1100
GO-0.15%	399.4	0	0	0.6	160	0.40	700	1100