Research Article
Study on Adiabatic Temperature Rise Reflecting Hydration Degree of Concrete
Table 7
The thermal parameters calculated by Method 3.
| Sample numbers | Input layer | Output layer | (°C), C1 (C2) | , C1 (C2) | (kJ/(m·d·°C)), C1 (C2) | (kJ/(kg·°C)), C1 (C2) | ) (kJ/(m3·d)), C1 (C2) |
| 1 | 26.9 (26.9) | 0 (0) | 383.362 (373.324) | 0.875 (0.864) | 0 (0) | 2 | 28.95 (33.8) | 0.05 (0.273) | 371.086 (346.236) | 0.876 (0.866) | 2862.496 (24721.45) | 3 | 29.05 (38.65) | 0.05 (0.499) | 371.136 (325.802) | 0.876 (0.868) | 2836.492 (34463.63) | ⋮ | ⋮ | ⋮ | ⋮ | ⋮ | ⋮ | 62 | 49.5 (48.03) | 0.907 (0.893) | 291.49 (288.345) | 0.887 (0.874) | 50232.90 (44727.24) | 63 | 49.29 (47.72) | 0.908 (0.893) | 291.44 (288.345) | 0.887 (0.874) | 50306.14 (44727.24) |
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