Steel Fibre Reinforcing Characteristics on the Size Reduction of Fly Ash Based Concrete

Table 3

Mix constituents for various proportions of concrete.

Mix Id	w/b ratio	F/c ratio	B/Ta ratio	Fibres %	Acl %	Cement	Fly ash	Fine aggregate kg/m^3	Coarse aggregate	Water
MC1	0.3	0.6	0.26	0	0	473	0	672	1113	142
MSF1	0.3	0.6	0.26	0.5	1	355	118	672	1113	142
MSF2	0.3	0.6	0.26	1.0	1	355	118	672	1113	142
MSF3	0.3	0.6	0.26	1.5	1	237	118	672	1113	142
MSF7	0.3	0.6	0.26	0.5	1	237	236	672	1113	142
MSF8	0.3	0.6	0.26	1.0	1	237	236	672	1113	142
MSF9	0.3	0.6	0.26	1.5	1	237	236	672	1113	142

Note: PCE dosage was fixed at 1.5% by weight of binder content for various mixture proportions.