Research Article
Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study
Table 1
Parameters calibration results of Duncan and Chang’s E–B model.
| Material | Ke | Kur | m | Rf | Kb | φ0 () | Δφ () | n |
| Cushion and transition | 1,312 | 1,283 | 0.35 | 0.62 | 559.2 | 49.3 | 2.7 | 0.36 | Upstream rockfill | 1,486 | 1,623 | 0.26 | 0.71 | 419.8 | 46.7 | 3 | 0.31 | Downstream rockfill | 1,055 | 1,489 | 0.32 | 0.68 | 530.3 | 44.2 | 3.2 | 0.28 |
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