Research Article
Experimental Study on Rheological Properties and Strength Variation of High Concentration Cemented Unclassified Tailings Backfill
Table 15
Equation parameters results under various SDs.
| Curing time (d) | Cement-to-tailings ratio (c/t) | A1 | B1 |
| 7 | 1 : 04 | 8.160 | −5.357 | 1 : 08 | 9.010 | −6.965 | 1 : 12 | 14.685 | −11.716 | 1 : 16 | 12.145 | −9.880 |
| 28 | 1 : 04 | 10.796 | −7.038 | 1 : 08 | 10.518 | −7.742 | 1 : 12 | 13.895 | −10.744 | 1 : 16 | 12.081 | −9.697 |
| 56 | 1 : 04 | 10.164 | −6.509 | 1 : 08 | 10.395 | −7.520 | 1 : 12 | 12.132 | −9.233 | 1 : 16 | 11.239 | −8.950 |
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