Research Article
A Study on Adiabatic Temperature Rise Test and Temperature Stress Simulation of Rock-Fill Concrete
Table 3
The adiabatic temperature rise of SCC and RFC at different ages.
| | Concrete age (day) | 1 | 3 | 5 | 7 | 9 | 11 | 13 | 15 | 21 | 28 | 44 |
| | SCC (°C) | 14.08 | 22.23 | 24.72 | 25.62 | 25.98 | 26.13 | 26.20 | 26.22 | 26.25 | 26.25 | 26.25 |
| | RFC with a rock-fill ratio of 42% (°C) | 8.46 | 15.23 | 17.60 | 18.50 | 18.86 | 19.01 | 19.07 | 19.09 | 19.11 | 19.11 | 19.11 |
| | RFC with a rock-fill ratio of 49% (°C) | 6.18 | 11.97 | 14.61 | 15.90 | 16.56 | 16.91 | 17.10 | 17.20 | 17.30 | 17.32 | 17.32 |
| | RFC with a rock-fill ratio of 55% (°C) | 4.22 | 8.62 | 11.08 | 12.58 | 13.53 | 14.15 | 14.56 | 14.84 | 15.24 | 15.39 | 15.45 |
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