Regarding the beams with three different water–cement ratios, it can be inferred from Figure 10 that the chloride concentration at a given depth (the reinforcement position in Figure 10 ) shows an increasing trend with an increase in the water–cement ratio, especially for the specimens with the high water–cement ratio.
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Influence of Crack Width on Chloride Penetration in Concrete Subjected to Alternating Wetting-Drying Cycles.
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