This paper reports the results of chloride binding measurements of GGB
S pastes, as well as chloride diffusion and permeability measurements
of GGBS concrete mixes. Chloride binding capacity was found to increas
e with increasing GGBS replacement levels and the chloride exposure co
ncentration. Thermal analysis measurements suggest that much of the im
provement in chloride binding is a result of high aluminate levels in
GGBS leading to the production of higher quantities of Friedel's salt.
When concrete mixes with relatively similar permeabilities are used t
he chloride binding capacity of the cement matrix becomes a major dete
rmining factor in how resistant the concrete is to chloride permeation
. Copyright (C) 1996 Elsevier Science Ltd