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

Table 9

Response table for mean of means of 28 days of compressive strengths of waste plastics incorporated concrete mixes.

Level	Binder content; kg/m^3; B	Water-binder ratio; W	Replacement of WP aggregate (%); R
1	31.07	31.69	33.82
2	31.96	31.64	31.91
3	32.62	32.31	29.91
Delta	1.56	0.67	3.91
Rank	2	3	1