K. Saravanan et al., REDUCTION OF CHLORIDE LEVEL IN REINFORCED-CONCRETE BY CATHODIC POLARIZATION TECHNIQUE, Arabian journal for science and engineering, 20(2), 1995, pp. 289-296
The premature deterioration of concrete structures after 5-10 years of
service has become a major problem during the past few decades. The e
conomic loss due to the corrosion of metals in concrete structures has
been estimated at billions of dollars per year [1]. The role of chlor
ide is very significant in the corrosion of reinforced concrete struct
ures. This corrosion can be minimized by bringing down the chloride po
llution level within the concrete. The tolerable limit of chloride var
ies with the pH of concrete. Concrete with normal alkaline pH can tole
rate up to 1000 ppm [2]. In this study, use of an electrochemical tech
nique to remove or reduce the chloride content in reinforced concrete
structures is discussed. Impressing current to increase the mobility o
f chloride ions towards the solution on the surface from the inside of
concrete can bring down the chloride contamination to well within the
above limit. Different current densities for a period of 200 hours we
re applied continuously and the critical current for maximum removal o
f chloride has been identified. The change in the solution chemistry o
f the electrolyte used for this purpose was monitored at an interval o
f 25 hours. A rigorous analysis of the concrete in terms of pH and chl
oride content was also carried out. Potentials of steel embedded in co
ncrete were monitored before, during, and after polarization. Cathodic
polarization technique was found to be useful for removal of chloride
from concrete structures. A current density of 1 A/m(2) was found to
be critical for maximum chloride removal.