Research Article
Study on the Ground Movement in an Open-Pit Mine in the Case of Combined Surface and Underground Mining
Table 2
Mechanical properties for different lithologies.
| Lithology | Compression strength (MPa) | Internal friction angle (°) | Cohesion (MPa) | Unit weight (kg·m−3) | Elastic modulus (MPa) | Poisson’s ratio |
| Artificial fill | 1.8 | 16 | 0.112 | 1650 | 12 | 0.45 | Loose soil | 1.8 | 18 | 0.125 | 1960 | 15 | 0.42 | Weathered sandstone | 56.3 | 38 | 2.5 | 2300 | 2000 | 0.36 | Sandstone | 95.1 | 39 | 3 | 2380 | 4200 | 0.33 | Clay | 58.1 | 40 | 0.5 | 2355 | 2015 | 0.23 | No. 4 coal seam | 40.7 | 36 | 1.62 | 1440 | 1000 | 0.38 | Sandy mudstone | 63.8 | 39 | 0.5 | 2360 | 2050 | 0.24 | Fine sandstone | 99.4 | 40 | 3.1 | 2380 | 4300 | 0.33 | Siltstone | 107.4 | 38 | 5 | 2600 | 4800 | 0.32 | Malmstone | 54.4 | 38 | 0.4 | 2350 | 2000 | 0.25 | No. 9 coal seam | 38.4 | 39 | 1.62 | 1330 | 1200 | 0.36 | Mudstone | 54.5 | 38 | 0.4 | 2300 | 2000 | 0.25 | No. 11 coal seam | 36.6 | 36 | 1.62 | 1400 | 1300 | 0.35 | Medium-fine sandstone | 99.8 | 40 | 3.1 | 2390 | 4300 | 0.33 |
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