Research Article
A Study of Safety Coefficient Determination and Support Parameter Optimization Based on Vulnerability Preevaluation
Table 20
The weights of the evaluation indexes.
| | Layer-1 | Weight | Layer-2 | Weight | Layer-3 | Weight |
| | Characteristics of the surrounding rock | 0.31 | Surrounding rock integrity | 0.35 | | | | Strength of the surrounding rock | 0.35 | Roof | 0.35 | | Rib | 0.4 | | Floor | 0.25 | | Roof rock types | 0.1 | | | | Gateway type | 0.1 | | Dip angle of the surrounding rock | 0.1 | | Stress condition | 0.4 | Section parameter | 0.1 | Section type | 0.5 | | Section size | 0.5 | | Construction disturbance | 0.35 | Degree | 0.5 | | Time | 0.5 | | Geological structure | 0.3 | | | | Buried depth | 0.1 | | Major horizontal principal stress | 0.15 | Value | 0.4 | | Angle | 0.6 | | Geological environment | 0.1 | Underground water | 0.5 | | | | Underground temperature | 0.5 | | Service condition | 0.19 | Inspection and maintenance | 0.2 | | | | Service time | 0.8 |
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