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

Table 1

The content of different admixture concrete samples.

No.	Mineral admixtures		Mix proportion of concrete				Water-binder ratio	Water (kg)
	Category	Content	Cement (kg)	Fly ash (kg)	Mineral powder (kg)	Sand (kg)
C3-0	—	—	453	—	—	1852	0.32	145
C3-1	F	20%	362	91	—	1852	0.32	145
C3-2	F	35%	294	159	—	1852	0.32	145
C3-3	F	50%	226	226	—	1852	0.32	145
C3-5	G	50%	226	—	226	1852	0.32	145
C3-7	F + G	(15 + 35)%	226	68	158	1852	0.32	145