Damage Evolution of Concrete Piles Mixed with Admixtures in Marine Corrosion and Freeze-Thaw Environment

Figure 11

Failure state of concrete pile body at different times: (a) 10 a, (b) 20 a, (c) 30 a, (d) 40 a, (e) 10 a, (f) 20 a, (g) 30 a, and (h) 40 a.