Research Article
ECC Design Based on Uniform Design Test Method and Alternating Conditional Expectation
Table 10
Adjusted uniform design table for ECC mix proportion design (mass ratio).
| No. | Cement | Fly ash | w/c | Fiber | Quartz sand | Water-reducing admixture | W/B | S/B | F/B | H/B |
| 1 | 1.0 | 0.11 | 0.42 | 0.0224 | 1 | 0.012 | 0.378 | 0.901 | 0.020 | 0.0108 | 2 | 1.0 | 0.43 | 0.51 | 0.0075 | 0.8 | 0.009 | 0.357 | 0.559 | 0.0052 | 0.0063 | 3 | 1.0 | 0.75 | 0.68 | 0.041 | 0.6 | 0.001 | 0.389 | 0.343 | 0.0234 | 0.0006 | 4 | 1.0 | 1.07 | 1.11 | 0.0358 | 1.6 | 0.001 | 0.536 | 0.773 | 0.0173 | 0.0005 | 5 | 1.0 | 1.39 | 0.59 | 0.0049 | 0.6 | 0.015 | 0.247 | 0.251 | 0.0021 | 0.0063 | 6 | 1.0 | 1.72 | 1.03 | 0.0551 | 0.7 | 0.001 | 0.379 | 0.257 | 0.0203 | 0.0004 | 7 | 1.0 | 2.04 | 0.77 | 0.0289 | 0.9 | 0.014 | 0.253 | 0.296 | 0.0095 | 0.0046 | 8 | 1.0 | 2.36 | 0.94 | 0.0000 | 1 | 0.016 | 0.279 | 0.298 | 0 | 0.0048 | 9 | 1.0 | 2.68 | 0.85 | 0.0586 | 0.8 | 0.04 | 0.231 | 0.217 | 0.0159 | 0.0109 | 10 | 1.0 | 3.00 | 1.20 | 0.0305 | 1.2 | 0.014 | 0.300 | 0.300 | 0.0076 | 0.0035 |
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