Hierarchical Order of Influence of Mix Variables Affecting Compressive Strength of Sustainable Concrete Containing Fly Ash, Copper Slag, Silica Fume, and Fibres

Table 3

FA-C and CS-S ratios in terms of % of materials replaced.

FA-C ratio	FA in % of Cement	CS-S ratio	CS in % of Fine Aggregate
0.74	40	0.43	30
1.14	50	0.67	40
1.76	60	1.00	50