Chloride penetration depth and non-steady-state migration coefficient for different mortar groups.
Samples | X m a (mm) | X d b (mm)/changec (%) | D RCM (×10−12 m2 s−1)/changec (%) |
---|---|---|---|
PLAIN | 50.3 | 25.5/0 | 14.6/0 |
PGO | 50.5 | 21.2/−16.9 | 12.2/−16.4 |
PHO-G | 50.3 | 21.8/−14.5 | 12.6/−13.7 |
G1H9 | 50.2 | 21.5/−15.7 | 12.2/−16.4 |
G2H8 | 50.0 | 20.8/−18.4 | 11.9/−18.5 |
G3H7 | 50.2 | 20.9/−18.0 | 11.9/−18.5 |
G4H6 | 50.5 | 20.5/−19.61 | 11.8/−19.2 |
G5H5 | 50.3 | 19.9/−22.0 | 11.4/−21.9 |
G6H4 | 50.4 | 20.2/−20.8 | 11.7/−19.9 |
G7H3 | 50.0 | 20.4/−20.0 | 11.9/−18.5 |
G8H2 | 50.5 | 20.4/−20.0 | 11.7/−19.9 |
G9H1 | 50.7 | 21/−17.7 | 12.0/−17.8 |
X m represents the height of specimens.
X d represents chloride penetration depth.
Compared to the PLAIN.