Research Article

Response Surfaces for Fresh and Hardened Properties of Concrete with E-Waste (HIPS)

Table 3

Factor combinations as per the face-centred central composite response surface design.

Run Coded factor levelsActual factorsSpace type
HIPS (Vol %) ratio

1100.45Factorial
2100.49Axial
3100.53Factorial
4300.45Axial
5300.49Center
6300.53Axial
7500.45Factorial
8500.49Axial
911500.53Factorial
1000300.49Center
1100300.49Center
1200300.49Center
1300300.49Center