Research Article
Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study
Table 2
Parameters calibration results of seven-parameters creep model.
| | Material | α | bf | cf | df | m1 | m2 | m3 |
| | Cushion and transition | 5.7 × 10−3 | 8.1 × 10−5 | 1.52 × 10−4 | 5.14 × 10−4 | 0.68 | 0.41 | 0.55 | | Upstream rockfill | 8.1 × 10−3 | 5.5 × 10−5 | 1.24 × 10−4 | 4.92 × 10−4 | 0.51 | 0.42 | 0.43 | | Downstream rockfill | 7.2 × 10−3 | 7.6 × 10−5 | 1.39 × 10−4 | 6.06 × 10−4 | 0.41 | 0.37 | 0.48 |
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