Research Article
The Coal Pillar Width Effect of Principal Stress Deflection and Plastic Zone Form of Surrounding Rock Roadway in Deep Excavation
Table 4
The variation law of the maximum failure depth position in plastic zone pillar.
| | Roof | Width of coal pillar | Deflection direction | Deflection angle | | 4 m~8 m | Coal wall | 10°~13.5° | | 8 m~12 m | Coal wall | 2°~2.5° | | 12 m~16 m | Coal pillar | 1°~1.5° | | 16 m~20 m | No change | 0° |
| | Coal pillar | Width of coal pillar | Deflection direction | Deflection angle | | 4 m~12 m | Roof | 0.5°~8.5° | | 12 m~16 m | Roof | 10°~13° | | 16 m~18 m | No change | 0° | | 18 m~20 m | Roof | 4° |
| | Floor | Width of coal pillar | Deflection direction | Deflection angle | | 4 m~8 m | Coal pillar | 0.5°~6.5° | | 8 m~10 m | No change | 0° | | 10 m~14 m | Coal pillar | 0.5°~1.5° | | 14 m~20 m | No change | 0° |
| | Coal wall | Width of coal pillar | Deflection direction | Deflection angle | | 4 m~6 m | Floor | 12° | | 6 m~10 m | Roof | 10°~12° | | 10 m~14 m | Roof | 3°~5° | | 14 m~20 m | No change | 0° |
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