Abstract
An improved numerical method as regard with the widely used analytical approximation is presented for determining the transport properties from electro-diffusion tests. Based on the geochemical software PhreeqC, this study aims to better understand and quantify the part of each phenomenon in the diffusion process: (i) the geometrical material properties (as porosity and tortuosity); (ii) the chemical reactions between chloride ions and the cement solid phase; (iii) electro-capillarity effects (such as electrical double layer effects). Tests have been performed on CEM I hydrated cement pastes of different W/C ratio (0.35; 0.42 and 0.50) with different chloride concentrations (500 and 50 mol/m3). The results revealed a good accuracy on the chloride diffusion coefficients DE, Cl− given by the numerical model while having a weak set of main adjustable parameters. The large amount of experimental data collected during the tests increases the robustness of the model.
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