Research Article
Crack Risk Evaluation of Submerged Concrete Tunnel during Hardening Phase
Table 2
Parameters for thermal properties.
| Concrete type | Heat production | Activation energy (1/°K) | Thermal conductivity (kJ/ms°C) | Specific heat (J/kg°C) | Binder (kg/m3)1 | Q∞ (kJ/kg binder) | τ (h) | α | A | B |
| SV40 | 424 | 319 | 15.04 | 1.34 | 21966 | 2699 | 0.0026 | 1.06 | 40% BFS | 382 | 286 | 18.95 | 0.84 | | | 0.0024 | | 60% BFS | 384 | 274 | 21.97 | 0.78 | | | 0.0024 | | 40% FA | 382 | 244 | 20.12 | 1.39 | 26574 | 1030 | 0.0024 | 1.07 | 60% FA | 384 | 215 | 21.86 | 1.17 | 36192 | 1136 | 0.0024 | 1.07 | 60% FA (with initial temperature 11°C) | 382 | 222 | 17.34 | 1.15 | | | 0.0024 | |
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1Binder = cement + silica fume + fly ash + blast furnace slag.
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