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

Table 6

Mechanical properties of all ECC mixtures.

Mixture designation	Uniaxial tensile properties		Compressive strength (MPa)		Maximum deflection in flexure (mm)
	Maximum average tensile stress (MPa)	Maximum average tensile strain (%)	7 days	28 days
Reference ECC	3.7	2.7	28.36	31.81	14.50
ECC-FA	3.4	3.3	28.12	30.05	17.02
ECC-SL	4.0	3.2	29.14	32.56	16.12
ECC-FASL	3.9	3.5	29.56	32.84	18.31
ECC-FASL-BA10%	4.0	3.3	30.21	33.12	15.56
ECC-FASL-BA20%	4.4	2.1	30.94	34.91	12.56
ECC-FASL-BA30%	4.7	1.4	30.98	35.79	9.56