Review Article
Preliminary Discussion on Comprehensive Research Method for Rock Burst in Coal Mine Based on Newton’s Second Law
Table 2
Classification system for immediate roof [
25].
| Classification | I | II | III | IV | Ia | Ib | Instable | Moderately stable | Stable | Very stable |
| Lithology and structural property | Mudstone, shale; developed joints and fissures | Mudstone, carbonaceous mudstone; relatively developed joints and fissures | Compact mudstone, siltstone, sandy mudstone; undeveloped joints and fissures | Sandstone, limestone; few joints and fissures | Compact sandstone, limestone; extremely few joints and fissures | lr | ≤4 | 4–8 | 8–18 | 18–28 | 28–50 | Rc | 27.94 ± 10.75 | 36 ± 25.75 | 46.3 ± 20 | 65.3 ± 33.7 | 89.4 ± 32.6 | h0 | 0.26 ± 0.125 | 0.285 ± 0.13 | 0.51 ± 0.355 | 0.675 ± 0.34 | 0.72 ± 0.34 | Rc·h0 | <7.5 | 2.9–11.4 | 7.8–29.1 | 33–104 | 45.5–139.4 | Cz | 0.163 ± 0.064 | 0.273 ± 0.09 | 0.30 ± 0.12 | 0.43 ± 0.157 | 0.48 ± 0.11 |
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Note. lr: first caving span of immediate roof; Rc: uniaxial compressive strength; h0: layer thickness; Rc·h0: equivalent bending capacity; Cz: comprehensive weakening constant.
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