From: Corrosion of carbon steel rebar in binary blended concrete with accelerated chloride transport
Sample Number | Reservoir Length (cm) | Mass Loss (grams) |
---|---|---|
FA-1 | 0.254 | |
FA-2 | 5 | 0.278 |
FA-3 | 0.582 | |
FA-4 | 0.676 | |
FA-5 | 7.5 | 0.603 |
FA-6 | 1.002 | |
FA-7 | 0.565 | |
FA-8* | 17.5 | 0.312 |
FA-9* | 0.306 | |
FA-10 | 2.5 | 0.183 |
FA-11 | 0.221 |