Research Article
Evaluate the Probability of Failure in Rainfall-Induced Landslides Using a Fuzzy Point Estimate Method
Table 3
-Cut value of loam soil and silt soil.
| -Cut | Loam soil | Silt soil | | | | | | | | |
| 0.1 | 6.40 | 13.60 | 16.10 | 53.90 | 9.60 | 20.40 | 13.80 | 46.20 | 0.2 | 6.80 | 13.20 | 18.20 | 51.80 | 10.20 | 19.80 | 15.60 | 44.40 | 0.3 | 7.20 | 12.80 | 20.30 | 49.70 | 10.80 | 19.20 | 17.40 | 42.60 | 0.4 | 7.60 | 12.40 | 22.40 | 47.60 | 11.40 | 18.60 | 19.20 | 40.80 | 0.5 | 8.00 | 12.00 | 24.50 | 45.50 | 12.00 | 18.00 | 21.00 | 39.00 | 0.6 | 8.40 | 11.60 | 26.60 | 43.40 | 12.60 | 17.40 | 22.80 | 37.20 | 0.7 | 8.80 | 11.20 | 28.70 | 41.30 | 13.20 | 16.80 | 24.60 | 35.40 | 0.8 | 9.20 | 10.80 | 30.80 | 39.20 | 13.80 | 16.20 | 26.40 | 33.60 | 0.9 | 9.60 | 10.40 | 32.90 | 37.10 | 14.40 | 15.60 | 28.20 | 31.80 |
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