Evaluating the Chloride Absorption of Unsaturated Cover-Concrete Using Electrical Measurements

To avoid chloride induced corrosion of steel in reinforced concrete structures, it is firstly important that the chloride amount in cover concrete is quantified. This study investigates the influence of chlorides on the electrical conductivity of Portland cement concretes through a chloride absorpti...

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Published inKSCE journal of civil engineering Vol. 26; no. 3; pp. 1354 - 1364
Main Authors Kim, Jaehwan, You, Young-Jun
Format Journal Article
LanguageEnglish
Published Seoul Korean Society of Civil Engineers 01.03.2022
Springer Nature B.V
대한토목학회
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Summary:To avoid chloride induced corrosion of steel in reinforced concrete structures, it is firstly important that the chloride amount in cover concrete is quantified. This study investigates the influence of chlorides on the electrical conductivity of Portland cement concretes through a chloride absorption test conducted over a wide frequency range (10 H z–1 MHz). To this end, the concretes were exposed to 10% NaCl solution for up to 48 h. In addition to calculating the sorptivity of concrete, its electrical conductivity was de-embedded from the impedance measurements, fitted to the Jonscher equation to determine the bulk conductivity, and presented in the frequency domain to investigate the main conduction processes with chloride penetration. Further, chloride profiling was performed to quantify the chloride concentration and identify the transport behaviour within concrete. Ionic conduction was shown to be the main conduction process in concrete containing absorbed chlorides, and the amount of absorbed chlorides was shown to have a linear relationship with the conductivity. In addition, the acceptable frequency range for representing the bulk conductivity of Portland cement concretes was confirmed to be 450 Hz–1 kHz. Moreover, the moisture content was shown to be an important factor in the impedance measurement.
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ISSN:1226-7988
1976-3808
DOI:10.1007/s12205-021-5138-8