Research Article
Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study
Table 5
Distribution characteristics of random factors.
| Material | Random factors | Mean | Coefficient of variation | Distribution type |
| Upstream rockfill | tan φ1 () | 1.06 | 0.1 | Normal |
| Downstream rockfill | tan φ2 () | 0.97 | 0.1 | Normal |
| Concrete slab | c (MPa) | 3.18 | 0.1 | Normal | tan φ3 () | 1.42 | 0.1 | Normal | E (GPa) | 30 | 0.1 | Normal |
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