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Compared with mortars without any additives, those with additives showed significant reduction in chloride diffusion.
Overall, chloride diffusion along a crack decreases with crack opening.
Chloride diffusion behavior varies with reduction of porosity and enhancement of hydrates, so called time effect on chloride diffusion.
SCCs containing metakaolin exhibited a significant reduction in chloride diffusion for replacements above 15%.
The increasing of chloride diffusion coefficient can be described by a linear function of frost cycles.
The chloride ions permeability and chloride diffusion coefficient were measured using potentiometric titration analysis.
Chloride diffusion coefficients of concrete were evaluated using a steady-state migration test.
This result suggests that self-healing could reduce chloride diffusion in cracks.
This study also confirms that the chloride diffusion coefficient increases with temperature and decreases over time.
Chloride diffusion coefficient depends on many variables including concrete quality, environmental conditions, and time.
This numerical procedure includes two parts: a hydration model and a chloride diffusion model.
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