To investigate the effect of leaching on
chloride ingress profiles in concrete and mortar, we
exposed concrete and mortar specimens for 90 and
180 days to two different exposure solutions: 3%
NaCl, and 3% NaCl with KOH added to limit leaching.
The solutions were replaced weekly. After exposure,
we determined total chloride profiles to investigate the
chloride ingress, and portlandite profiles to assess the
extent of leaching. The results showed that leaching
during exposure greatly affects the chloride ingress
profiles in mortar and concrete. We found that
leaching leads to considerably higher maximum total
chloride content and deeper chloride penetration into
the concrete than in the specimens where leaching was
limited. We recommend therefore that leaching should
be taken into account in standard laboratory testing
and that more mechanistic service life models should
be used to take into account the impact of leaching.
«
To investigate the effect of leaching on
chloride ingress profiles in concrete and mortar, we
exposed concrete and mortar specimens for 90 and
180 days to two different exposure solutions: 3%
NaCl, and 3% NaCl with KOH added to limit leaching.
The solutions were replaced weekly. After exposure,
we determined total chloride profiles to investigate the
chloride ingress, and portlandite profiles to assess the
extent of leaching. The results showed that leaching
during exposure greatly affe...
»