Research Article
Evolution Mechanism of Interconnected Vertical Fractures in the Overburden of Longwall Coal Mining
Table 2
Compression-tension ratio of common rocks [
37].
| Test no. | Field naming | Uniaxial compressive strength | Uniaxial tensile strength | Compression-tension ratio | Natural | Dry | Saturated | Natural | Dry | Saturated | Natural | Dry | Saturated | MPa | | / |
| ZK33 | Granite | / | 88.6 | 44.9 | / | 8.51 | 4.14 | | 10.4 | 10.8 | ZK34 | Granite | / | 82.3 | 39.6 | / | 6.27 | 4.59 | | 13.1 | 8.6 | ZK35 | Granite | / | 85.4 | 44.7 | / | 9.14 | 5.22 | | 9.3 | 8.6 | ZK36 | Granite | / | 83.1 | 36 | / | 8.93 | 5.96 | | 9.3 | 6.0 | ZK1 | Coarse sandstone | 72.6 | 83.1 | 25.7 | 4.75 | 6.43 | 2.94 | 15.3 | 12.9 | 8.7 | ZK2 | Carboniferous coarse sandstone | 43.5 | 52.8 | 37.4 | 4.21 | 5.22 | 3.26 | 10.3 | 10.1 | 11.5 | ZK3 | Fine sandstone | 21.4 | 39.1 | 20.4 | 4.03 | 5.12 | 2.01 | 5.3 | 7.6 | 10.1 | ZK4 | Carbonaceous fine sandstone | 37.3 | 53.9 | 32.8 | 3.18 | 5.64 | 1.68 | 11.7 | 9.6 | 19.5 | ZK5 | Coarse sandstone | 76.3 | 99.3 | 51.8 | 7.52 | 8.79 | 4.59 | 10.1 | 11.3 | 11.3 | ZK6 | Carbonaceous siltstone | 27.9 | 37.2 | 2.18 | 2.14 | 3.21 | 0.71 | 13.0 | 11.6 | 3.1 | ZK7 | Siltstone | 25.3 | 43.7 | 12.7 | 2.83 | 4.36 | 1.97 | 8.9 | 10.0 | 6.4 | ZK8 | Fine sandstone | 92.7 | 97.8 | 20.6 | 6.56 | 9.54 | 3.02 | 14.1 | 10.3 | 6.8 | ZK9 | Coarse sandstone | 49.1 | 84.1 | 26.5 | 3.48 | 6.37 | 2 | 14.1 | 13.2 | 13.3 | ZK10 | Conglomerate | 43.8 | 85.1 | 36.4 | 5 | 6.65 | 2.41 | 8.8 | 12.8 | 15.1 | ZK11 | Carboniferous siltstone | 44.6 | 87.2 | 28.9 | 6.26 | 8.86 | 3.55 | 7.1 | 9.8 | 8.1 | ZK12 | Siltstone | 32.9 | 52.7 | 21.5 | 3.9 | 4.93 | 2.17 | 8.4 | 10.7 | 9.9 | ZK13 | Carbonous siltstone | 24.5 | 45 | 21.8 | 3.51 | 4.47 | 2.79 | 7.0 | 10.1 | 7.8 | ZK14 | Carbonous siltstone | 9.09 | 13.3 | 5.09 | 1.03 | 1.32 | 0.59 | 8.8 | 10.1 | 8.6 | ZK15 | Carbonous siltstone | 7.63 | 35.2 | 2.12 | 1.75 | 2.98 | 0.32 | 4.4 | 11.8 | 6.6 | ZK16 | Coarse sandstone | 69.6 | 87.3 | 43.5 | 4.88 | 7.66 | 4.13 | 14.3 | 11.4 | 10.5 |
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