Table 4 Concrete mix ratio.

From: Investigation of the effect of fly ash content on the bonding performance of CFRP-concrete interface in sulfate environment

W/C

Cement/kg m−3

Fly ash/kg m−3

Fly ash ratio/%

Water/kg m-3

Fine aggregate/kg m−3

Coarse aggregate/kg m−3

Compressive strength/MPa

0.53

330.0

175

662

1228

32.8

297.0

33.0

10

175

662

1228

33.1

280.5

49.5

15

175

662

1228

30.9

264.0

66.0

20

175

662

1228

31.3

247.5

82.5

25

175

662

1228

30.1