Effect of Mix Parameters on the Strength Performance of Waste Plastics Incorporated Concrete Mixes

Table 7

Details of concrete mixes in the L-9 orthogonal array.

Mix code	Binder content B; kg/m^3	Cement; kg/m^3	Fly ash; kg/m^3	River sand; kg/m^3	W/B	Water; kg/m^3	Polymer replacement R %	Coarse aggregates kg/m^3
								CGC	WP
MIX 111	600	390	210	774.7	0.32	192	10	707.8	28.0
MIX 122	600	390	210	758.9	0.34	204	20	616.4	54.8
MIX 133	600	390	210	743.1	0.36	216	30	528.1	80.5
CMIX-1	600	390	210	743.1	0.36	216	0	754.5	0.0
MIX 212	630	409.5	220.5	747.7	0.32	201.6	20	607.3	54.0
MIX 223	630	409.5	220.5	731.1	0.34	214.2	30	519.6	79.2
MIX 231	630	409.5	220.5	714.6	0.36	226.8	10	652.9	25.8
CMIX-2	630	409.5	220.5	714.6	0.36	226.8	0	725.4	0.0
MIX 313	660	429	231	720.7	0.32	211.2	30	512.1	78.1
MIX 321	660	429	231	703.3	0.34	224.4	10	642.6	25.4
MIX 332	660	429	231	686.0	0.36	237.6	20	557.1	49.6
CMIX-3	660	429	231	686.0	0.36	237.6	0	696.4	0.0

WP: waste plastic.