Research Article
Integration of Interpretive Structural Modeling with Fuzzy Bayesian Network for Risk Assessment of Tunnel Collapse
| Factor | Description | Statistics | Percentage |
| Y1 | Poor stability of surrounding rock | 187 | 22.94 | Y2 | Special poor geological conditions | 73 | 8.96 | Y3 | Severe bias | 26 | 3.19 | Y4 | Shallow buried | 32 | 3.93 | Y5 | Mutation of geological conditions | 18 | 2.21 | Y6 | Groundwater seepage | 107 | 13.13 | Y7 | Inaccurate geological survey | 36 | 4.42 | Y8 | Unreasonable design | 14 | 1.72 | Y9 | Irregular construction | 59 | 7.24 | Y10 | Improper construction measures or poor quality | 27 | 3.31 | Y11 | Untimely support | 34 | 4.17 | Y12 | Insufficient support strength | 21 | 2.58 | Y13 | Excessive construction disturbance | 42 | 5.15 | Y14 | Low level of management awareness | 39 | 4.79 | Y15 | Failure of monitoring and measurement standards | 16 | 1.96 | Y16 | Inadequate advance geological forecast | 9 | 1.10 | Y17 | Atmospheric rainfall | 75 | 9.20 |
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