Modelling of chloride-binding isotherm by multi-species approach in cement mortars submitted to migration test

Author:

Amiri O.1,Friedmann H.1,Aït-Mokhtar A.1

Affiliation:

1. LEPTAB, University of La Rochelle Avenue M. Crépeau, 17042 La Rochelle Cedex, France

Abstract

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.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Chloride binding in cement I. Investigations to determine the composition of porewater in hardened cement

2. Baroghel-Bouny V. Caractérisation microstructurale et hydrique des pâtes de ciment et des bétons ordinaires et à très hautes performances. PhD thesis, 1994, Ecole Nationale des Ponts et Chaussées, France.

3. An investigation of experimental methods used to determine free and total chloride contents

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