Research Article
Optimization of Stope Structural Parameters Based on Mathews Stability Graph Probability Model
Table 1
Mechanical parameters of rock mass and the backfill.
| Rock layer | (g·cm−³) | K (GPa) | G (GPa) | φ (°) | C (MPa) | T (MPa) |
| The upper surrounding rock | 2.845 | 45.319 | 11.289 | 50.58 | 4.808 | 5.494 | The phosphate rock layer | 3.021 | 14.219 | 8.5740 | 60.76 | 1.052 | 2.010 | The lower surrounding rock | 2.846 | 25.786 | 16.599 | 53.60 | 1.732 | 3.643 | Backfill | 2.200 | 18.788 | 12.432 | 40.00 | 0.200 | 0.300 |
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T, tensile strength; C, cohesion; φ, internal friction angle; K, bulk modulus; G, shear modulus; ρ, density.
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