Research Article
Risk Assessment of an Existing Metro Tunnel in Close Proximity to New Shield Tunnels following Construction
Table 6
Classification of seepage water.
| Impact degree | Seepage velocity V (drops/minute) | Safety status of existing tunnel structures |
| I | V > 300 | Unsafe | II | 60 < V ≤ 300 | Relatively unsafe | III | 5 < V ≤ 60 | Relatively safe | IV | V ≤ 5 | Safe |
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