Mechanisms and Protection Strategies for Concrete Degradation Under Magnesium Salt Environment: A Review
Xiaopeng Shang, Xuetao Yue, Lin Pan, Jingliang Dong
Abstract
Concrete structures suffering from Mg2+ environments may suffer severe damage, which mainly has something to do with the coupled effect among Cl−, SO42−, and Mg2+. Based on a systematic review of Web of Science and Scopus database (2000–2025), we first summarized the migration behavior, reaction paths, and interaction mechanism of Cl−, SO42−, and Mg2+ in cementitious matrices. Secondly, from the perspective of Cl− cyclic adsorption–desorption breaking the passivation film of steel bars, SO42− generating expansion products leads to crack expansion, then Mg2+ decalcifies C-S-H and transforms into M-S-H; we analyzed the main damage mechanisms, respectively. In addition, under the coexistence conditions of three kinds of ions, the “fixation–substitution–redissolution” process and “crack–transport” coupling positive feedback mechanism further increase the development rate of damage. Then, some anti-corrosion measures, such as mineral admixtures, functional chemical admixtures, fiber reinforcements, surface coatings, and new binder systems, are summarized, and the pros and cons of different anti-corrosion technologies are compared and evaluated. Lastly, from two aspects of simulation prediction for the coupled corrosion damage mechanism and service life prediction, respectively, we have critically evaluated the advances and problems existing in the current research on the aspects of ion migration-reaction coupled models, multi-physics coupled frameworks, phase-field methods, etc. We found that there is still much work to be conducted in three respects: deepening mechanism understanding, improving prediction precision, and strengthening the connection between laboratory test results and actual projects, so as to provide theoretical basis and technical support for the durability design and anti-corrosion strategies of concrete in complex Mg2+ environments.