Research Article
Deformation Mechanism and Control of the Surrounding Rock during Gob-Side Entry Driving along Deeply Fully Mechanized Caving Island Working Face
Table 6
Comparison of simulation schemes for 4206 transport CIS trough.
| | Scheme name | Scheme I | Scheme II | Scheme III | | Increment of decrease | Decrease percentage | Increment of decrease | Decrease percentage |
| | Vertical stress (MPa) | 35.1 | 3 | 9% | 3.1 | 9% | | Roof subsidence (mm) | 714 | 211 | 29.5% | 238 | 33.3% | | Floor heave (mm) | 163 | 55 | 33.7% | 67 | 41.1% | | Deformation of coal pillar side (mm) | 934 | 221 | 23.7% | 267 | 28.6% | | Deformation of stope side (mm) | 430 | 141 | 32.8% | 149 | 34.7% |
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