Research Article
Reliability Evaluation of Water-Rich Loess Tunnel with Lining Crack Based on Extension Theory
Table 3
Standardization values of the evaluation parameter.
| Category | Item | Width | Depth | Length | Geometry | Water seepage |
| Tunnel section | K1 | 0.07 | 0.36 | 0.09 | 0.76 | 0.29 | K2 | 0.53 | 0.14 | 0.13 | 0.68 | 0.16 | K3 | 0.23 | 0.11 | 0.01 | 0.28 | 0.11 | K4 | 0.18 | 0.21 | 0.40 | 0.32 | 0.23 | K5 | 0.31 | 0.71 | 0.04 | 0.64 | 0.07 | K6 | 0.80 | 0.92 | 0.76 | 0.88 | 0.86 |
| Reliability grade | I | 0∼0. 04 | 0∼0.20 | 0∼0.10 | 0∼0.40 | 0∼0.09 | II | 0.04∼0.20 | 0.20∼0.40 | 0.10∼0.23 | 0.40∼0.60 | 0.09∼0.19 | III | 0.20∼0.60 | 0.40∼0.60 | 0.23∼0.49 | 0.60∼0.80 | 0.19∼0.49 | IV | 0.60∼1.00 | 0.60∼1.00 | 0.49∼1.00 | 0.80∼1.00 | 0.49∼1.00 |
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