International Journal of Concrete Structures and Materials

Table 3 Mix proportion of concrete (cf. Table 6 of Choi et al. 2008).

From: Shear Behavior and Performance of Deep Beams Made with Self-Compacting Concrete

Mix	PF	S/a (%)	Unit mass (kg/m³)						SP (C × %)
Mix	PF	S/a (%)	W	C	SG	FA	S	G	SP (C × %)
NC	–	44	170	485	0	0	718	947	0.4
SCC	1.12	48	175	351	46	70	769	864	0.6

PF packing factor, S/a volume ratio of fine aggregates to total aggregates, W water, C cement, SG blast furnace slag, FA fly ash, S fine aggregates, G coarse aggregates, SP superplasticizer.

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