Development of Ecoefficient Engineered Cementitious Composites Using Supplementary Cementitious Materials as a Binder and Bottom Ash Aggregate as Fine Aggregate

Table 4

Test results of slump cone and self-consolidation test of all ECC mixtures.

Mixture designation	Slump cone test			Self-consolidation test
	(mm)	(mm)	FI (Γ)	(mm)	(mm)
Reference ECC	655	650	9.6	157	400	0.78
ECC-FA	660	655	9.8	160	400	0.80
ECC-SL	690	685	10.8	180	400	0.90
ECC-FASL	680	670	10.4	174	400	0.87
ECC-FASL-BA10%	620	610	8.4	150	400	0.75
ECC-FASL-BA20%	615	610	8.3	150	400	0.75
ECC-FASL-BA30%	595	590	7.8	140	400	0.70