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. 2022 Sep 21;12(41):26733–26743. doi: 10.1039/d2ra05069b

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
a

X m represents the height of specimens.

b

X d represents chloride penetration depth.

c

Compared to the PLAIN.