Research Article
Risk Assessment of Shield Tunnel Construction in Karst Strata Based on Fuzzy Analytic Hierarchy Process and Cloud Model
Table 5
Weights of risk assessment indices.
| First-level assessment indices | Weights | Second-level assessment indices | Weights |
| Karst geological conditions | 0.287 | Karst distribution characteristics | 0.184 | Degree of karst development | 0.248 | Scale of cave development | 0.201 | Stability of the cave roof | 0.206 | Cave filling situation | 0.161 |
| Hydrogeological conditions | 0.176 | Groundwater level | 0.451 | Underground water richness | 0.318 | Seasonal distribution of rainfall | 0.231 |
| Tunnel design | 0.236 | Shield tunnel length | 0.195 | Tunnel buried depth | 0.296 | Ratio of tunnel burial depth to shield diameter | 0.311 | Maximum slope of tunnel | 0.198 |
| Shield construction | 0.301 | Tunnel support | 0.233 | Distance of shield tunneling test | 0.154 | Shield tunneling speed | 0.184 | Grouting pressure | 0.197 | Distance of shield deviation from design axis | 0.232 |
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