Crack Risk Evaluation of Submerged Concrete Tunnel during Hardening Phase

Table 5

Constant coefficient of thermal expansion (CTE) and autogenous deformation (AD) after 12 days.

Concrete type	Maximum temperature (^oC)	CTE (10^−6)	AD (10^−6)
SV40	56.0	10.54	150
40% FA	48.7	8.70	100
60% FA	44.4	8.35	80
60% FA-11°C	33.0	8.35	38
40% BFS	50.4	9.43	152
60% BFS	47.5	9.41	150