Research Article
Research on Compressive Tests of Iron Tailing and Cement-Modified Earth Materials from Northwest China
Table 4
Analysis of formula test frequency of iron tailings and cement-modified earth materials.
| Level | X1 | X2 | X3 | Number | Frequency | Number | Frequency | Number | Frequency |
| 0 | 4 | 0.363 | 0 | 0 | 6 | 0.545 | 0.1 | 2 | 0.182 | 0 | 0 | 1 | 0.091 | 0.2 | 0 | 0 | 1 | 0.091 | 1 | 0.091 | 0.3 | 0 | 0 | 1 | 0.091 | 1 | 0.091 | 0.4 | 1 | 0.091 | 1 | 0.091 | 1 | 0.091 | 0.5 | 1 | 0.091 | 2 | 0.182 | 1 | 0.091 | 0.6 | 1 | 0.091 | 2 | 0.182 | 0 | 0 | 0.7 | 1 | 0.091 | 1 | 0.091 | 0 | 0 | 0.8 | 1 | 0.091 | 2 | 0.182 | 0 | 0 | 0.9 | 0 | 0 | 1 | 0.091 | 0 | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | Weighted mean | 0.291 | 0.573 | 0.136 | Standard error | 0.095 | 0.066 | 0.056 | 95% confidence interval | 0.105–0.477 | 0.444–0.703 | 0.027–0.246 | Actual proportion of each component | 0.121–0.195 | 0.139–0.191 | 0.655–0.699 |
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