Structural Behavior of Reinforced Self-Compacted Engineered Cementitious Composite Beams

Table 3

Test methods for evaluating the fresh properties of self-compacted concrete.

Test method	Test purpose	Typical range
		Minimum	Maximum
Slump flow	Viscosity/flow ability	650 mm	800 mm
slump flow	Viscosity/flow ability	2 sec	5 sec
V-funnel	Filling ability	6 sec	12 sec
L-box	Passing ability	0.8	1.0