Research Article
Fuzzy Comprehensive Evaluation Method for Evaluating Stability of Loess Slopes
Table 8
Comparison between fuzzy comprehensive evaluation results of slope stability and field-measured results (From January 2017 to December 2017).
| | Slope name | Slope type | Stability evaluation grade | Measured cumulative maximum displacement (mm) |
| | Wanhua Tunnel slope | High slope | Relatively stable | 34.90 | | Erlang Mountain slope | High slope | Stable | 4.79 | | Yuetun Reservoir slope | Ancient landslide | Stable | 7.94 | | Yangpoyao slope | High moisture content slope | Generally stable (tend to be relatively unstable) | 90.00 | | Longtou River slope | High slope | Stable | 9.84 |
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