Assessment of the Effect of Replacing Normal Aggregate by Porcelinite on the Behaviour of Layered Steel Fibrous Self-Compacting Reinforced Concrete Slabs under Uniform Load

Table 7

Slump-flow test and acceptance criteria for self-compact concrete.

Concrete type	Vf (%)	D (mm)	T-50 (sec.)	Acceptance criteria for self-compact concrete
Normal weight	0	630	6	Typical values range
	0.4	620	7	Slump-flow by	Abrams cone	T-50 slump-flow
	0.8	610	9	Max. D (mm)	Min. D (mm)	Max. T-50 (sec.)	Min. T-50 (sec.)
Light weight	0	645	4	800	600	25	3
	0.4	625	5
	0.8	620	6