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 |
|
|
