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) | ||
SL-1* | - | - | - | |
SL-2* | 17.5 | - | - | - |
SL-3 | 1.8 | 0.9 | 33.1 | |
SL-4 | 2.5 | 16.9 | 8.6 | 6.0 |
SL-5 | 14.6 | 4.2 | 6.5 | |
SL-6 | 6.2 | 2.1 | 13.7 | |
SL-7 | 5 | 5.6 | 2.9 | 11.9 |
SL-8 | 5.6 | 3.5 | 10.2 | |
SL-9 | 2.0 | 1.1 | 25.8 | |
SL-10 | 10 | 2.3 | 1.7 | 16.4 |
SL-11 | 1.9 | 1.2 | 22.9 |