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. 2016 Apr 1;9(4):264. doi: 10.3390/ma9040264

Table 1.

Mix proportions of concrete matrices (kg/m³).

Specimens		Vf (%)	Cement	GGBS Slag	Silica fume	Water	Course aggregate	Sand	Steel fiber	SP
Type	ID	Vf (%)	Cement	GGBS Slag	Silica fume	Water	Course aggregate	Sand	Steel fiber	SP
Small-scale column (200 mm × 200 mm × 900 mm)	N40-0.0	0.00	365	285	50	164	866	647	0	4.5
	H60-0.0	0.00	365	285	50	164	866	647	0	4.5
	N40-0.75	0.75	362	283	50	163	860	642	59	4.5
	H60-0.75	0.75	362	283	50	163	860	642	59	4.5
	N60-1.0	1.00	361	282	50	162	857	640	79	4.5
	H90-1.0	1.00	361	282	50	162	857	640	79	4.5
	N00-1.5 N90-1.5	1.50	360	281	49	161	853	637	118	4.5
	H120-1.5	1.50	360	281	49	161	853	637	118	4.5
Large-scale column (400 mm × 400 mm × 1200 mm[clear height])	S80-0.0	0.00	400	170	50	165	844	719	0	14.9
	S120-0.0
	S170-0.0
	S340-0.0
	S80-0.75	0.75	382	262	51	220	410	1026	59	8.8
	S120-1.0	1.00	378	260	51	218	407	1017	79	8.9
	S170-1.5	1.50	372	255	50	215	400	1000	118	9.3
	S340-1.5	1.50	372	255	50	215	400	1000	118	9.3