Research Article

Study on Adiabatic Temperature Rise Reflecting Hydration Degree of Concrete

Table 7

The thermal parameters calculated by Method 3.

Sample numbersInput layerOutput layer
(°C), C1 (C2), C1 (C2) (kJ/(m·d·°C)), C1 (C2) (kJ/(kg·°C)), C1 (C2)) (kJ/(m3·d)), C1 (C2)

126.9 (26.9)0 (0)383.362 (373.324)0.875 (0.864)0 (0)
228.95 (33.8)0.05 (0.273)371.086 (346.236)0.876 (0.866)2862.496 (24721.45)
329.05 (38.65)0.05 (0.499)371.136 (325.802)0.876 (0.868)2836.492 (34463.63)
6249.5 (48.03)0.907 (0.893)291.49 (288.345)0.887 (0.874)50232.90 (44727.24)
6349.29 (47.72)0.908 (0.893)291.44 (288.345)0.887 (0.874)50306.14 (44727.24)