Research Article
Experimental Study on Application Performance of Foamed Concrete Prepared Based on a New Composite Foaming Agent
Table 6
The response surface analysis of compressive strength.
| Number | W/C | RD (%) | V (mL) | P (MPa) | ρd (kg/m3) | Absorption (%) |
| 1 | 0.58 | 2.00 | 90 | 3.19 | 615.72 | 21.18 | 2 | 0.62 | 2.00 | 90 | 3.47 | 624.12 | 27.56 | 3 | 0.58 | 4.00 | 90 | 4.62 | 713.33 | 15.49 | 4 | 0.62 | 4.00 | 90 | 3.26 | 635.46 | 19.49 | 5 | 0.58 | 3.00 | 80 | 4.65 | 736.54 | 13.78 | 6 | 0.62 | 3.00 | 80 | 3.22 | 626.62 | 24.89 | 7 | 0.58 | 3.00 | 100 | 3.36 | 594.17 | 32.12 | 8 | 0.62 | 3.00 | 100 | 3.08 | 608.53 | 23.63 | 9 | 0.60 | 2.00 | 80 | 3.57 | 658.31 | 18.08 | 10 | 0.60 | 4.00 | 80 | 2.99 | 643.27 | 18.21 | 11 | 0.60 | 2.00 | 100 | 2.58 | 518.96 | 36.51 | 12 | 0.60 | 4.00 | 100 | 3.69 | 603.41 | 24.16 | 13 | 0.60 | 3.00 | 90 | 3.18 | 630.62 | 19.10 | 14 | 0.60 | 3.00 | 90 | 3.16 | 625.83 | 19.32 | 15 | 0.60 | 3.00 | 90 | 3.51 | 631.51 | 19.27 | 16 | 0.60 | 3.00 | 90 | 3.26 | 645.66 | 16.31 | 17 | 0.60 | 3.00 | 90 | 3.10 | 638.09 | 17.51 |
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