Research Article
Study on Dynamic Mechanical Properties of Full Tailings Cemented Backfilling Impacted by Cement-Sand Ratio
Table 1
Physical and mechanics parameters of specimen.
| Group | Cement-sand ratio | Size (mm) | Density (%) | Average density (kg·m−3) | Elasticity moduli (MPa) | Wave velocity (m·s−1) | Compressive strength (MPa) | Maximum strain | Wave impedance (kg·m−2·s−1) |
| A | 1 : 4 | Ф50 × 25 | 72 | 1553 | 203.46 | 997 | 2.73 | 0.055 | 1.55 × 106 | B | 1 : 6 | Ф50 × 25 | 72 | 1592 | 164.25 | 850 | 2.14 | 0.034 | 1.35 × 106 | C | 1 : 8 | Ф50 × 25 | 72 | 1627 | 139.63 | 783 | 1.38 | 0.009 | 1.27 × 106 |
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