Based on a multi-species approach, a new model for evaluating free chloride content in cementitious materials is proposed. To validate the model, migration tests were carried out on cement mortars with several NaCl concentrations. The total chloride was measured with the potentiometric method. The subtraction of the free chloride from total chloride results in bound chloride. Thus, a chloride-binding isotherm is obtained. First, it is shown that free chloride depends on the concentration of anions and cations contained in the pore solution. Second, the chloride-binding isotherm obtained (linear isotherm) shows that the interactions between chloride and hydrated products of the tested mortars are stronger than those (non-linear isotherm) quantified by the method based on water extracting. Finally, the electrical current is shown to be dependent on the binding phenomenon during the unsteady state. In fact, in a steady state, the sites that can react with chlorides are saturated; hence the binding isotherms do not affect the transport process.
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March 2006
Research Article|
March 01 2006
Modelling of chloride-binding isotherm by multi-species approach in cement mortars submitted to migration test
O. Amiri;
O. Amiri
*
LEPTAB, University of La Rochelle
Avenue M. Crépeau, 17042 La Rochelle Cedex, France
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H. Friedmann;
H. Friedmann
*
LEPTAB, University of La Rochelle
Avenue M. Crépeau, 17042 La Rochelle Cedex, France
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A. Aït-Mokhtar
A. Aït-Mokhtar
*
LEPTAB, University of La Rochelle
Avenue M. Crépeau, 17042 La Rochelle Cedex, France
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Publisher: Emerald Publishing
Received:
March 10 2004
Revision Received:
September 21 2005
Accepted:
December 05 2005
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2006 Thomas Telford Ltd
2006
Magazine of Concrete Research (2006) 58 (2): 93–99.
Article history
Received:
March 10 2004
Revision Received:
September 21 2005
Accepted:
December 05 2005
Citation
Amiri O, Friedmann H, Aït-Mokhtar A (2006), "Modelling of chloride-binding isotherm by multi-species approach in cement mortars submitted to migration test". Magazine of Concrete Research, Vol. 58 No. 2 pp. 93–99, doi: https://doi.org/10.1680/macr.2006.58.2.93
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