Crack Risk Evaluation of Submerged Concrete Tunnel during Hardening Phase

Figure 2

Free deformation and separated thermal dilation and autogenous deformation: (a) SV40; (b) 40% FA; (c) 60% FA; (d) 60% FA (11°C); (e) 40% BFS; (f) 60% BFS.

(a)

(b)

(c)

(d)

(e)

(f)