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 levels | Actual factors | Space type | | | HIPS (Vol %) | ratio |
| 1 | | | 10 | 0.45 | Factorial | 2 | | | 10 | 0.49 | Axial | 3 | | | 10 | 0.53 | Factorial | 4 | | | 30 | 0.45 | Axial | 5 | | | 30 | 0.49 | Center | 6 | | | 30 | 0.53 | Axial | 7 | | | 50 | 0.45 | Factorial | 8 | | | 50 | 0.49 | Axial | 9 | 1 | 1 | 50 | 0.53 | Factorial | 10 | 0 | 0 | 30 | 0.49 | Center | 11 | 0 | 0 | 30 | 0.49 | Center | 12 | 0 | 0 | 30 | 0.49 | Center | 13 | 0 | 0 | 30 | 0.49 | Center |
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