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

Figure 3

The variation of uniaxial compressive strength and elasticity modulus with (a, c) different fly ash contents and (b, d) admixture type of the concrete (without corrosion and freezing-thawing environments).

(a)

(b)

(c)

(d)