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Microbiologically Induced Concrete Corrosion: Mechanisms, Key Microorganisms, and Protection Strategies
by
Shengxun Yao
Shengxun Yao 1,2
,
Congtao Sun
Congtao Sun 1,2,3,* and
Yan Wang
Yan Wang 1,*
1
College of Materials Science and Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
2
Guangxi Laboratory of Oceanography, Guangxi Academy of Marine Sciences, Guangxi Academy of Sciences, Nanning 530007, China
3
Key Laboratory of Marine Environmental Corrosion and Bio-Fouling, Institute of Oceanology, Chinese Academy of Sciences, Qingdao 266071, China
*
Authors to whom correspondence should be addressed.
Microorganisms 2026, 14(7), 1425; https://doi.org/10.3390/microorganisms14071425 (registering DOI)
Submission received: 1 June 2026
/
Revised: 23 June 2026
/
Accepted: 23 June 2026
/
Published: 29 June 2026
Abstract
Microbiologically induced concrete corrosion (MICC) poses a severe challenge to the long-term durability of infrastructure, particularly in sewer networks and marine environments, which is driven by microbial metabolic activities that attack cement hydrates (Ca(OH)2, C-S-H) mainly caused by biogenic sulfuric acid (from sulfur-oxidizing bacteria) or organic acids (from fungi), converting them into expansive gypsum and ettringite, and then cause cracking and spalling. This article reviews advances in mechanisms, key microorganisms, and protection strategies of MICC to enhance our understanding of MICC and provide a guideline for effective protection. The corrosion mechanisms differ by environment: sewers exhibit three-stage pH-driven succession, marine biofilms can either accelerate or inhibit corrosion, while fungi dominate in agricultural and historical settings. Core functional microorganisms involved in MICC include sulfur-oxidizing bacteria (SOB), sulfate-reducing bacteria (SRB), and acid-producing fungi (AF), following pH-dependent succession, while indicator microorganisms for protection efficacy include typical SOB, SRB, and AF that are involved in MICC, as well as general antimicrobial indicator strains (e.g., Escherichia coli and Staphylococcus aureus) which are used only to assess broad antimicrobial activity and do not represent MICC-specific resistance. Multi-scale deterioration proceeds from microstructural decalcification and pore coarsening to macroscopic mass loss and compressive strength reduction. Protection strategies are categorized into: (i) corrosion-resistant materials (e.g., calcium aluminate cement and alkali-activated materials), (ii) antimicrobial additives (e.g., nano-ZnO and Cu2O), (iii) surface coatings (e.g., superhydrophobic coatings and electrodeposited Cu/Cu2O layers), and (iv) ecological regulation. However, significant gaps remain between laboratory efficacy and field performance, highlighting the need for long-term validation, multi-scale characterization, intelligent responsive materials, eco-compatible protection systems, and standardized microbial exposure systems.
Share and Cite
MDPI and ACS Style
Yao, S.; Sun, C.; Wang, Y.
Microbiologically Induced Concrete Corrosion: Mechanisms, Key Microorganisms, and Protection Strategies. Microorganisms 2026, 14, 1425.
https://doi.org/10.3390/microorganisms14071425
AMA Style
Yao S, Sun C, Wang Y.
Microbiologically Induced Concrete Corrosion: Mechanisms, Key Microorganisms, and Protection Strategies. Microorganisms. 2026; 14(7):1425.
https://doi.org/10.3390/microorganisms14071425
Chicago/Turabian Style
Yao, Shengxun, Congtao Sun, and Yan Wang.
2026. "Microbiologically Induced Concrete Corrosion: Mechanisms, Key Microorganisms, and Protection Strategies" Microorganisms 14, no. 7: 1425.
https://doi.org/10.3390/microorganisms14071425
APA Style
Yao, S., Sun, C., & Wang, Y.
(2026). Microbiologically Induced Concrete Corrosion: Mechanisms, Key Microorganisms, and Protection Strategies. Microorganisms, 14(7), 1425.
https://doi.org/10.3390/microorganisms14071425
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