The Anti-Corrosion Techniques and Material Optimization to Enhancing Durability of Concrete in Marine Environments

Authors

  • Xiran Wen

DOI:

https://doi.org/10.54097/57mk2a13

Keywords:

Marine environment, Durability, Concrete, Anti-Corrosion.

Abstract

Concrete is widely used in the construction of marine engineering and has advantages that are difficult to replace. However, the harsh environment of the ocean poses a huge challenge to the durability of concrete. Methods to improve the durability of concrete need to be studied to increase the service life and safety of constructions and reduce maintenance costs. This paper aims to explore the mechanism of chloride ion corrosion and sulfate corrosion, which are common in marine environments. Four existing technologies for improving the durability of concrete are analyzed in detail, including the application of admixtures, surface curing technology, self-healing concrete curing and internal curing, and electrochemical methods. Finally, some future research directions are proposed. Through discussion, it was found that the addition of admixtures reduces erosion by reducing porosity, and its effect is closely related to the dosage. There are cutting-edge ideas for surface and internal maintenance methods by inducing microorganisms and bacteria. In addition, the electrochemical method can simultaneously achieve concrete repair and chloride ion removal, which has the advantages of high efficiency and low cost. This paper can provide a scientific basis and guidance for the design, construction and maintenance of concrete in marine environments, and make suggestions for future research directions.

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References

[1] Pratiwi, W.D., Putra, F.D.D., Triwulan, Tajunnisa, Y., Husin, N.A., & Wulandari, K.D. A review of concrete durability in marine environment'. IOP Conference Series: Materials Science and Engineering, 2021, 1175(1): 12018.

[2] Li, J., Bai, S., & Guan, X. Effect of compound mineral capsules on the self-healing performance of cementitious materials under marine environment'. Cement & Concrete Composites, 2024, 153: 105725.

[3] Reddy, D.V., Edouard, J., & Sobhan, K. Durability of Fly Ash–Based Geopolymer Structural Concrete in the Marine Environment'. Journal of Materials in Civil Engineering, 2013, 25(6): 781-787.

[4] Dai, J., Akira, Y., Wittmann, F.H., Yokota, H., & Zhang, P. Water repellent surface impregnation for extension of service life of reinforced concrete structures in marine environments: The role of cracks'. Cement & Concrete Composites, 2010, 32(2): 101-109.

[5] Sun Yuli, Yang Li. Discussion on Protection and Repair of Steel Corrosion in Concrete'. Engineering Management and Technology Discussion, 2023, 5(4): 210-213.

[6] Jin Weiliang, Zhao Yuxi. Review and Prospect of Durability Research on Concrete Structures'. Journal of Zhejiang University (Engineering Science), 2002, 36(4): 371-380.

[7] Deng Dehua, Liu Zanqun, Liu Yunhua. Research Progress on the Theory of “Concrete Sulfate Crystallization Damage”'. Journal of the Chinese Ceramic Society, 2012, 40(2): 175-185.

[8] Maijiaen, Duan Naimin. Application of Anti-Corrosion Technology for Coastal Bridge Concrete [D]. Doctoral Dissertation, 2004.

[9] Gao Rundong, Zhao Shunbo, Li Qingbin, Chen Jihao. Experimental Study on the Mechanism of Sulfate Attack Deterioration of Concrete under Wetting-Drying Cycles'. China Civil Engineering Journal, 2010, 43(2): 48-54.

[10] Nath, P., & Sarker, P. (2011). Effect of fly ash on the durability properties of high strength concrete. Procedia Engineering, 14, 1149-1156. https://doi.org/10.1016/j.proeng.2011.07.144

[11] Islam, M. M., Alam, M. T., & Islam, M. S. (2018). Effect of fly ash on freeze-thaw durability of concrete in marine environment. Australian Journal of Structural Engineering, 19(2), 146-161.

[12] Karthik Prabhu, T., Subramanian, K., Jagadesh, P., & Nagarajan, V. (2019). Durability properties of fly ash and silica fume blended concrete for marine environment. Indian Journal of Geo-Marine Sciences, 48(11), 1803-1812.

[13] Shekarchi, M., Rafiee, A., & Layssi, H. (2009). Long-term chloride diffusion in silica fume concrete in harsh marine climates. Cement & Concrete Composites, 31(10), 769-775. https://doi.org/10.1016/j.cemconcomp.2009.08.005

[14] Medeiros, M. H. F., & Helene, P. (2009). Surface treatment of reinforced concrete in marine environment: Influence on chloride diffusion coefficient and capillary water absorption. Construction & Building Materials, 23(3), 1476-1484. https://doi.org/10.1016/j.conbuildmat.2008.06.013

[15] Kim, H., Son, H. M., Park, S., Seo, J., & Lee, H. K. (2020). Effects of temperature and salinity on concrete-surface treatment by bacteria in marine environment. ACI Materials Journal, 117(4), 57-65. https://doi.org/10.14359/51724615

[16] Wu, X., Huang, H., Liu, H., Hu, J., Wu, K., Wei, J., & Yu, Q. (2021). A new self-healing agent for accelerating the healing kinetics while simultaneously binding seawater ions in cracked cement paste. Materials Letters, 283, 128884. https://doi.org/10.1016/j.matlet.2020.128884

[17] Khan, M. B. E., Shen, L., & Dias-da-Costa, D. (2021). Self-healing behaviour of bio-concrete in submerged and tidal marine environments. Construction & Building Materials, 277, 122332. https://doi.org/10.1016/j.conbuildmat.2021.122332

[18] Meng, Z., Liu, Q., Xia, J., Cai, Y., Zhu, X., Zhou, Y., & Pel, L. (2022). Mechanical–transport–chemical modeling of electrochemical repair methods for corrosion‐induced cracking in marine concrete. Computer-Aided Civil and Infrastructure Engineering, 37(14), 1854-1874.

[19] Huang, T., Huang, X., & Wu, P. (2014). Review of recent developments of electrochemical chloride extraction on reinforced concrete in civil engineering. International Journal of Electrochemical Science, 9(8), 4589-4597. https://doi.org/10.1016/S1452-3981(23)08116-6

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Published

10-04-2025

How to Cite

Wen, X. (2025). The Anti-Corrosion Techniques and Material Optimization to Enhancing Durability of Concrete in Marine Environments. Highlights in Science, Engineering and Technology, 137, 113-118. https://doi.org/10.54097/57mk2a13