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

Table 3

Composite strength impact factor λ with the freezing-thawing cycles i and corrosion time j of C3-7.

i	λ
	j = 0 d	j = 30 d	j = 110 d	j = 190 d	j = 270 d
0	1.00	1.01	1.05	1.10	1.07
30	0.86	0.90	1.06	0.92	0.86
60	0.82	0.84	1.02	1.01	0.98
90	0.81	0.83	0.94	0.72	0.70