Research Article
Response Surface Method for Strength Analysis and Proportion Optimization of New Type Sealing Materials
Table 3
Response surface test design and test results.
| No. | Parameter value | (MPa) | (MPa) | Water-cement ratio | Retarder | Water-reducing agent | Expanding agent |
| 1 | 0.80 | 0.04 | 0.40 | 8.00 | 39.918 | 42.197 | 2 | 0.80 | 0.04 | 0.40 | 10.00 | 30.986 | 32.991 | 3 | 0.80 | 0.04 | 0.50 | 9.00 | 37.697 | 38.477 | 4 | 0.80 | 0.05 | 0.40 | 9.00 | 31.652 | 34.133 | 5 | 0.80 | 0.04 | 0.30 | 9.00 | 33.997 | 35.010 | 6 | 0.80 | 0.03 | 0.40 | 9.00 | 29.899 | 32.069 | 7 | 0.90 | 0.03 | 0.40 | 10.00 | 26.943 | 28.511 | 8 | 0.90 | 0.03 | 0.30 | 9.00 | 27.696 | 31.233 | 9 | 0.90 | 0.03 | 0.40 | 8.00 | 30.931 | 32.871 | 10 | 0.90 | 0.03 | 0.50 | 9.00 | 28.479 | 32.141 | 11 | 0.90 | 0.04 | 0.40 | 9.00 | 29.601 | 30.381 | 12 | 0.90 | 0.04 | 0.30 | 10.00 | 31.239 | 32.011 | 13 | 0.90 | 0.04 | 0.40 | 9.00 | 29.601 | 30.381 | 14 | 0.90 | 0.04 | 0.40 | 9.00 | 29.601 | 30.381 | 15 | 0.90 | 0.04 | 0.30 | 8.00 | 32.986 | 36.021 | 16 | 0.90 | 0.04 | 0.40 | 9.00 | 29.601 | 30.381 | 17 | 0.90 | 0.04 | 0.50 | 8.00 | 35.112 | 38.021 | 18 | 0.90 | 0.04 | 0.50 | 10.00 | 31.213 | 32.997 | 19 | 0.90 | 0.04 | 0.40 | 9.00 | 29.601 | 30.381 | 20 | 0.90 | 0.05 | 0.50 | 9.00 | 27.162 | 29.133 | 21 | 0.90 | 0.05 | 0.40 | 8.00 | 28.922 | 30.410 | 22 | 0.90 | 0.05 | 0.40 | 10.00 | 26.993 | 27.012 | 23 | 0.90 | 0.05 | 0.30 | 9.00 | 25.896 | 28.033 | 24 | 1.00 | 0.04 | 0.40 | 8.00 | 28.911 | 31.036 | 25 | 1.00 | 0.04 | 0.50 | 9.00 | 26.976 | 29.989 | 26 | 1.00 | 0.04 | 0.40 | 10.00 | 26.513 | 27.978 | 27 | 1.00 | 0.03 | 0.40 | 9.00 | 26.295 | 28.091 | 28 | 1.00 | 0.05 | 0.40 | 9.00 | 23.997 | 27.843 | 29 | 1.00 | 0.04 | 0.30 | 9.00 | 27.664 | 29.008 |
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