Table 7.

Comparison of test results of cubes with cement (C) and nano-cement (NC) with test results of cubes with cement, nano-cement, and silica fume (SF); test results of cubes with cement, nano-cement, and nano-silica fume (NSF); test results of cubes with cement, nano-cement, and fly ash (FA); test results of cubes with cement, nano-cement, and nano-fly ash (NFA); and test results of cubes with cement.

Type	Composition	Ratio	W/C Ratio	Grinding Type (Cement)	Compressive Strength, 7 Days (MPa)	Compressive Strength, 14 Days (MPa)	Compressive Strength, 28 Days (MPa)
I	C:S	1:3	0.45	---	15.33	17.33	20.88
II	NC:S	1:3	0.45	Dry	24.33	26.73	34.33
II	NC:S	1:3	0.45	Wet	27.00	30.33	40.00
III	C:NC:S	0.5:0.5:3	0.45	Wet	24.45	27.30	37.20
IV	C:SF:S	0.9:0.1:3	0.45	---	20.50	22.60	26.75
V	NC:SF:S	0.9:0.1:3	0.45	Dry	22.30	24.40	27.00
VI	C:NC:SF:S	0.45:0.45:0.1:3	0.45	Dry	21.70	23. 05	26.80
VII	C:NSF:S	0.9:0.1:3	0.45	---	21.00	23.10	26.90
VIII	NC:NSF:S	0.9:0.1:3	0.45	Dry	23.46	25.50	29.20
IX	C:NC:NSF:S	0.45:0.45:0.1:3	0.45	Dry	22.24	24.63	28.86
X	C:FA:S	0.9:0.1:3	0.45	---	22.70	24.35	27.03
XI	NC:FA:S	0.9:0.1:3	0.45	Dry	26.26	27.45	31.00
XII	C:NC:FA:S	0.45:0.45:0.1:3	0.45	Dry	23.30	24.50	29.00
XIII	C:NFA:S	0.9:0.1:3	0.45	---	24.13	26.75	29.03
XIV	NC:NFA:S	0.9:0.1:3	0.45	Dry	29.20	31.60	35.20
XV	C:NC:NFA:S	0.45:0.45:0.1:3	0.45	Dry	26.33	28.33	31.33