Research Article
Deformation and Failure Law of Roadway along Goaf and Reserve Width of Section Coal Pillar
Table 1
Physical and mechanical parameters of roof and floor of 9106 workface.
| No. | Lithology | Thickness/m | Density/kg.m-3 | Bulk modulus/GPa | Shear modulus/GPa | Tensile strength/MPa | Cohesion/MPa | Internal friction angle/° |
| 1 | Overburden strata | 59.0 | 2650 | 1.90 | 0.90 | 3.30 | 1.85 | 30 | 2 | Sandstone | 12.0 | 2650 | 4.0 | 1.20 | 1.80 | 1.17 | 28 | 3 | K4 fine sandstone | 2.0 | 2650 | 16.9 | 6.00 | 1.80 | 2.46 | 35 | 4 | Fine sandstone | 4.0 | 2650 | 9.0 | 3.20 | 1.80 | 2.87 | 32 | 5 | Mudstone | 8.0 | 2650 | 1.50 | 0.50 | 1.30 | 1.55 | 30 | 6 | K3 limestone | 4.0 | 2650 | 16.9 | 6.00 | 1.80 | 2.46 | 35 | 7 | Mudstone | 4.0 | 2650 | 1.50 | 0.50 | 1.30 | 1.55 | 30 | 8 | K2 limestone | 15.0 | 2650 | 16.9 | 6.00 | 1.80 | 2.46 | 35 | 9 | Coal seam | 5.0 | 1400 | 2.40 | 1.07 | 0.60 | 1.26 | 27 | 10 | Mudstone | 8.0 | 2650 | 1.50 | 0.50 | 1.30 | 1.55 | 30 | 11 | Aluminum mudstone | 4.0 | 2650 | 2.25 | 1.40 | 1.60 | 1.42 | 30 | 12 | K1 fine sandstone | 4.0 | 2650 | 9.00 | 3.20 | 1.80 | 2.87 | 32 | 13 | Fine sandstone | 4.0 | 2650 | 9.00 | 3.20 | 1.80 | 2.87 | 32 | 14 | Mudstone | 6.0 | 2650 | 1.50 | 0.50 | 1.30 | 1.55 | 30 | 15 | Limestone | 8.0 | 2650 | 9.00 | 3.20 | 1.80 | 2.87 | 32 | 16 | Underlying strata | 50.0 | 2650 | 29.3 | 12.4 | 3.30 | 4.20 | 42 |
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