Effect of Inert and Pozzolanic Materials on Flow and Mechanical Properties of Self-Compacting Concrete

Table 2

Mixture proportion.

No.	Mix	Powder or VMA type	Powder (kg/m^3)	Sand type	Aggregate (kg/m^3)	Super plasticizer (by powder mass)	W/C	W/P
1	PL1	—	—	1	1700	1%	0.47	0.47
2	PL2	—	—	2	1700	1%	0.37	0.37
3	VMA1	VMA-B	—	2	1700	1%	0.45	0.45
4	VMA2	VMA-F	—	2	1700	1%	0.43	0.43
5	ME1	Metakaolin	250	1	1450	1%	0.61	0.41
6	ME2	Metakaolin	250	2	1450	1%	0.62	0.41
7	SF1	Silica fume	250	1	1450	1%	0.68	0.45
8	SF2	Silica fume	250	2	1450	1%	0.65	0.43
9	ZE1	Zeolite	250	1	1450	1%	0.96	0.63
10	ZE2	Zeolite	250	2	1450	1%	0.77	0.51
11	LS1	Limestone 1	250	1	1450	1%	0.52	0.35
12	LS2	Limestone 1	250	2	1450	1%	0.43	0.29
13	CC1	Limestone 2	250	1	1450	1%	0.46	0.31
14	CC2	Limestone 2	250	2	1450	1%	0.39	0.26