Evaluation of the Fresh and Hardened Properties of Steel Fibre Reinforced Self-Compacting Concrete Using Recycled Aggregates as a Replacement Material

Table 5

Results of fresh state tests on SCC.

Mixture	Slump flow		J-ring; (mm)	L-box; (mm)	V-funnel; (Sec)
	𝐷 (mm)	𝑇500 (Sec)
NSCC	740	2	7.3	1.0	8.31
BB1	731	2.18	7.5	0.95	8.96
BB2	727	2.95	7.9	0.91	9.13
BB3	723	3.05	8.3	0.89	9.47
SFBB1	721	3.61	8.8	0.86	10.22
SFBB2	716	3.85	9.4	0.84	10.89
SFBB3	704	4.09	9.8	0.83	11.07