Experimental and Theoretical Study of a New Technique for Mixing Self-Compacting Concrete with Marble Sludge Grout

Table 11

Properties of the two concretes SCC3 and SCC4 in fresh state.

Test	Standard value for SF2	SCC3	SCC4
Slump flow (cm)	66 to 75 cm	70	Undefined
L-box	h2/h1 ≥ 0.8	0.9	0.4
Sieve stability (%)	<15%	1.4	18
V-funnel (flow time (s))	8 ≤ time ≤ 14 s	8.45	15.25
Air content (%)	≤5%	1.5	8