Research Article
Experimental Study on Rheological Properties and Strength Variation of High Concentration Cemented Unclassified Tailings Backfill
Table 17
Equation parameters results under various c/t ratios.
| Solid content (%) | Curing time (d) | A2 | B2 | C1 |
| 72 | 7 | 0.232 | −3.336 | 43.735 | 72 | 28 | −0.061 | 2.498 | 36.429 | 72 | 56 | −0.059 | 3.977 | 34.781 | 74 | 7 | 0.178 | −1.701 | 43.191 | 74 | 28 | 0.167 | −0.64 | 57.175 | 74 | 56 | −0.029 | 4.39 | 46.420 | 76 | 7 | 0.487 | −3.983 | 53.913 | 76 | 28 | 0.071 | 4.074 | 50.719 | 76 | 56 | −0.224 | 10.7 | 33.099 | 78 | 7 | 0.451 | −2.433 | 63.989 | 78 | 28 | 0.286 | 1.192 | 95.932 | 78 | 56 | 0.217 | 5.05 | 85.568 | 80 | 7 | 1.132 | −9.027 | 87.012 | 80 | 28 | 0.491 | 3.923 | 90.053 | 80 | 56 | −0.031 | 16.267 | 52.724 |
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