Abstract
Concrete manufactured with desalinated sea sand undergoes carbonation. Consequently, pH decreases and chloride ion (Cl−) is redistributed, interactively impacting the safety of embedded reinforcements. In this study, a physical model considering the processes of cement hydration, pore structure formation, substances transport, and chemical reactions is established. Six key indicators, including the characteristics of carbonation degrees and Cl− distribution, prove the model’s high accuracy. Subsequently, durability-related design suggestions, such as avoiding reinforcement corrosion under the combined impact of carbonation and premixed Cl−, are implemented. The allowable Cl− in desalinated sea sand must be not more than 1/3 of the present allowable values. To ensure a 50-year service life of a concrete with a 50-mm-thick reinforcement cover, the water-cement ratios under the influence of the coupling interaction and single carbonation must not exceed 0.28 and 0.36, respectively.
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