D. Whitmore et L. Hesje, The effect and mitigation of chloride ion contamination on reinforced concrete structures, CIM BULL, 94(1055), 2001, pp. 69-72
The presence of sufficient concentrations of chloride ions can initiate and
sustain the corrosion of reinforcing steel within reinforced concrete elem
ents. Corrosion of the reinforcing steel may be detrimental to the appearan
ce, functionality, and longevity of the structure itself. This paper will p
resent the diffusion process whereby chloride ions migrate through concrete
and the deterioration mechanism of the chloride ion by the formation of co
rrosion cells. It will also discuss some of the benefits and disadvantages
of different available repair and protection techniques including chip-and-
patch, removal and replacement, application of protective coatings and lini
ngs and electrochemical repair methods.