Damage Mechanism of Mineral Admixture Concrete under Marine Corrosion and Freezing-Thawing Environment

Figure 11

Variation of CIC with corrosion time for the concrete with 50% admixture after 0 (a), 30 (b), 60 (c), and 90 (d) freezing-thawing cycles.

(a)

(b)

(c)

(d)