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Influence of traversing crack on chloride diffusion into concrete

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Figure

Fig. 1. Controlled splitting test.
Fig. 4 is a schematic representation of the total increase of chloride concentration in the anode solution, with elapsed time.
Fig. 6. Effect of crack width and material on time lag.
Fig. 8. The variation of the effective ratio D/D 0 versus the average crack width.
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