Study on Adiabatic Temperature Rise Reflecting Hydration Degree of Concrete

Table 3

The temperatures of specimens at different sections (°C).

The curing ages	The sensor number
	T0	T6	T7	T25	T18	T19
1 d	36.2	35.6	35.5	35.5	33.5	33.6
3 d	42.5	42.0	41.9	38.5	37.0	37.0
7 d	46.6	45.9	45.8	40.4	38.7	38.7
14 d	49.8	49.4	49.3	45.0	43.3	43.3
28 d	50.4	49.9	49.8	49.8	47.8	47.8