Research Article
Crack Risk Evaluation of Submerged Concrete Tunnel during Hardening Phase
Table 4
Creep parameters in DPL for the compressive creep tests.
| Concrete | Creep model parameters | | d | |
| SV40 | 0.98 | 0.18 | 0.19 | 40% BFS | 1.05 | 0.30 | 0.32 | 60% BFS | 0.77 | 0.30 | 0.32 | 40% FA | 1.23 | 0.28 | 0.30 | 60% FA | 1.47 | 0.24 | 0.24 |
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