From: Corrosion of carbon steel rebar in binary blended concrete with accelerated chloride transport
Sample Number | Reservoir Length (cm) | Average values from LPR/EIS | ||
---|---|---|---|---|
Rs (kΩ) | Rc (kΩ) | Icorr (µA) | ||
FA-1 | 5.4 | 3.2 | 10.4 | |
FA-2 | 5 | 6.3 | 3.6 | 9.9 |
FA-3 | 5.2 | 2.3 | 13.2 | |
FA-4 | 3.0 | 1.8 | 16.4 | |
FA-5 | 7.5 | 2.3 | 1.3 | 21.5 |
FA-6 | 3.3 | 1.7 | 18.4 | |
FA-7 | 1.8 | 1.4 | 22.6 | |
FA-8* | 17.5 | - | - | - |
FA-9* | - | - | - | |
FA-10 | 2.5 | 11.8 | 7.7 | 3.8 |
FA-11 | 16.5 | 7.7 | 3.5 |