Research Article
Estimation of Corrosion-Free Life for Concrete Containing Ground Granulated Blast-Furnace Slag under a Chloride-Bearing Environment
Table 2
Chloride threshold values from literatures with variation of GGBS replacement.
| CTL, % by binder | Replacement, % by binder | Water-to-binder ratio | Chloride source | Corrosion detection | Reference |
| 0.5–1.0 | 0 | 0.5–0.7 | Internal | Macrocell current | [14] | 0.78–0.93 | — | 0.35–0.55 | — | Half-cell potential | [15] | 0.74–0.93 | — | 0.4 | — | Polarisation | [2] | 0.47–1.52 | — | 0.45 | External | Galvanic current | [16] | 0.97 | 30 | 0.45 | Internal | Half-cell potential | [15] | 1.0–1.5 | 50 | 0.5–0.6 | Internal | Macrocell current | [14] | 0.4–0.9 | — | 0.4 | External | Polarisation, galvanostatic pulse | [17] | 0.29–0.44 | 60 | 0.4 | Internal | Polarisation | [2] | 0.53–0.80 | 65 | 0.4 | External | Galvanic current | [16] | 0.82–1.14 | 70 | 0.48 | External | Half-cell potential | [18] |
|
|