Durability Evaluation of MICP-Repaired Concrete Exposed to the Freeze–Thaw Process
Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 12
Abstract
Traditional methods for repairing concrete cracks using inorganic and organic polymer materials have shown unsatisfactory performance in engineering practice and have also led to significant environmental pollution. However, microbial induced calcium carbonate precipitation (MICP) has been proven to be a clean technology for crack repair in concrete, with the added benefit of improving its mechanical properties. One crucial aspect to consider is the impact of the freeze–thaw process on the durability of concrete. Therefore, it is vital to assess the freeze–thaw durability of MICP-repaired concrete. This study first evaluated the efficiency of crack repair using MICP through water permeability and electrical flux tests. Subsequently, the changes in the apparent morphology, mass, and permeability of MICP-repaired concrete specimens were investigated after undergoing freeze–thaw process in order to assess their durability. The results indicated that mineralized calcium carbonate effectively filled the cracks, enhancing the compactness of the concrete and significantly improving its resistance to freeze–thaw process. The filling of cracks with calcium carbonate alerted the freeze–thaw erosion path in the concrete specimens. Additionally, it was found that increasing the initial width and depth of cracks weakened the impact of MICP on the freeze–thaw erosion resistance of cracked concrete.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This work was financially supported by the Science and Technology Research Project from the Department of Education of Hubei Province (No. B2021003), the Knowledge Innovation Program of Wuhan-Shuguang from the Wuhan Science and Technology Bureau (2023020201020344), the Open Foundation of State Environmental Protection Key Laboratory of Mineral Metallurgical Resources Utilization and Pollution Control (HB202205), and the Open Project Program of Key Laboratory of Metallurgical Emission Reduction & Resources Recycling (Anhui University of Technology), Ministry of Education (No. JKF23-03).
References
Achal, V., A. Mukerjee, and M. S. Reddy. 2013. “Biogenic treatment improves the durability and remediates the cracks of concrete structures.” Constr. Build. Mater. 48 (Nov): 1–5. https://doi.org/10.1016/j.conbuildmat.2013.06.061.
Achal, V., A. Mukherjee, and M. S. Reddy. 2010. “Effect of calcifying bacteria on permeation properties of concrete structures.” J. Ind. Microbiol. Biotechnol. 38 (9): 1229–1234. https://doi.org/10.1007/s10295-010-0901-8.
Amidi, S., and J. Wang. 2015. “Surface treatment of concrete bricks using calcium carbonate precipitation.” Constr. Build. Mater. 80 (Apr): 273–278. https://doi.org/10.1016/j.conbuildmat.2015.02.001.
Boquet, E., A. Bornat, and A. Ramos-Cormenzana. 1973. “Production of calcite (calcium carbonate) crystals by soil bacteria is a general phenomenon.” Nature 246 (5434): 527–529. https://doi.org/10.1038/246527a0.
Castanier, S., G. L. Métayer-Levrel, and J. P. Perthuisot. 1999. “Cacarbonates precipitation and limestone genesis - the microbiologist point of view.” Sediment. Geol. 126 (1–4): 9–23. https://doi.org/10.1016/S0037-0738(99)00028-7.
Cuzman, O. A., K. Richter, L. Wittig, and P. Tiano. 2015. “Alternative nutrient sources for biotechnological use of Sporosarcina pasteurii.” World J. Microbiol. Biotechnol. 31 (6): 897–906. https://doi.org/10.1007/s11274-015-1844-z.
De Jong, J. T., M. B. Fritzges, and K. Nüsslein. 2006. “Microbially induced cementation to control sand response to undrained shear.” J. Geotech. Geoenviron. 132 (11): 1381–1392. https://doi.org/10.1061/(asce)1090-0241(2006)132:11(1381).
De Muynck, W., K. Cox, N. D. Belie, and W. Verstraete. 2008a. “Bacterial carbonate precipitation as an alternative surface treatment for concrete.” Constr. Build. Mater. 22 (5): 875–885. https://doi.org/10.1016/j.conbuildmat.2006.12.011.
De Muynck, W., N. De Belie, and W. Verstraete. 2010a. “Microbial carbonate precipitation in construction materials: A review.” Ecol. Eng. 36 (2): 118–136. https://doi.org/10.1016/j.ecoleng.2009.02.006.
De Muynck, W., D. Debrouwer, N. De Belie, and W. Verstraete. 2008b. “Bacterial carbonate precipitation improves the durability of cementitious materials.” Cem. Concr. Res. 38 (7): 1005–1014. https://doi.org/10.1016/j.cemconres.2008.03.005.
De Muynck, W., K. Verbeken, N. De Belie, and W. Verstraete. 2010b. “Influence of urea and calcium dosage on the effectiveness of bacterially induced carbonate precipitation on limestone.” Ecol. Eng. 36 (2): 99–111. https://doi.org/10.1016/j.ecoleng.2009.03.025.
Intarasoontron, J., W. Pungrasmi, P. Nuaklong, P. Jongvivatsakul, and S. Likitlersuang. 2021. “Comparing performances of MICP bacterial vegetative cell and microencapsulated bacterial spore methods on concrete crack healing.” Constr. Build. Mater. 302 (Oct): 124227. https://doi.org/10.1016/j.conbuildmat.2021.124227.
Jia, Q., H. Jiang, and X. Zhang. 2018. “Effectiveness of microbiological precipitation of calcium carbonate in sealing concrete crack.” [In Chinese.] J. Build. Mater. 21 (4): 663–666. https://doi.org/10.3969/j.issn.1007-9629.2018.04.022.
Jia, Q., X. Zhang, H. T. Hou, and J. Yang. 2013. “Field experiment of crack repair by microbiological prcitation of CaCO3.” [In Chinese.] J. Build. Mater. 16 (4): 667–672. https://doi.org/10.3969/j.issn.1007-9629.2013.04.020.
Jongvivatsakul, P., K. Janprasit, P. Nuaklong, W. Pungrasmi, and S. Likitlersuang. 2019. “Investigation of the crack healing performance in mortar using microbially induced calcium carbonate precipitation (MICP) method.” Constr. Build. Mater. 212 (Jul): 737–744. https://doi.org/10.1016/j.conbuildmat.2019.04.035.
Kile, D. E., D. D. Eberl, A. Hocha, and M. Reddy. 2000. “An assessment of calcite crystal growth mechanisms based on crystal size distributions.” Geochim. Cosmochim. Acta 64 (17): 2937–2950. https://doi.org/10.1016/S0016-7037(00)00394-X.
Lian, J., C. Wang, Y. Yan, D. Fu, and Q. Hao. 2019. “Experimental observations on microbial remediation of concrete cracks.” [In Chinese.] J. Tianjin Univ. (Sci. Technol.) 52 (7): 669–679. https://doi.org/10.11784/tdxbz201804037.
Pan, X., C. Tang, and B. Shi. 2021. “Experimental investigation of microbial induced calcite precipitation (MICP) improvement on freeze-thaw resistance of sandstone with various types of porosity.” [In Chinese.] Geol. J. China Univ. 27 (6): 723. https://doi.org/10.16108/j.issn1006-7493.2020110.
Qian, C., J. Wang, R. Wang, and L. Cheng. 2009. “Corrosion protection of cement-based building materials by surface deposition of by Bacillus pasteurii.” Mater. Sci. Eng., C 29 (4): 1273–1280. https://doi.org/10.1016/j.msec.2008.10.025.
Stocks-Fischer, S., J. K. Galinat, and S. S. Bang. 1999. “Microbiological precipitation of .” Soil Biol. Biochem. 31 (11): 1563–1571. https://doi.org/10.1016/S0038-0717(99)00082-6.
Van Der Bergh, J. M., B. Miljević, S. Vučetić, O. Šovljanski, S. Markov, M. Riley, J. Ranogajec, and A. Bras. 2021. “Comparison of microbially induced healing solutions for crack repairs of cement-based infrastructure.” Sustainability 13 (8): 4287. https://doi.org/10.3390/su13084287.
Van Tittelboom, K., N. De Belie, W. De Muynck, and W. Verstraete. 2010. “Use of bacteria to repair cracks in concrete.” Cem. Concr. Res. 40 (1): 157–166. https://doi.org/10.1016/j.cemconres.2009.08.025.
Wang, J., K. Van Tittelboom, N. De Belie, and W. Verstraete. 2012. “Use of silica gel or polyurethane immobilized bacteria for self-healing concrete.” Constr. Build. Mater. 26 (1): 532–540. https://doi.org/10.1016/j.conbuildmat.2011.06.054.
Wang, Y., W. Ding, and J. Zhang, G. Zhang, X. Chen, X. Zhu, Y. Han, and H. Dai. 2018. “A comparative study of MICP repair solution and traditional concrete crack repair materials.” [In Chinese.] China Concr. Cem. Prod. (5): 10–14. https://doi.org/10.19761/j.1000-4637.2018.05.003.
Wiktor, V., and H. M. Jonkers. 2011. “Quantification of crack-healing in novel bacteria-based self-healing concrete.” Cem. Concr. Compos. 33 (7): 763–770. https://doi.org/10.1016/j.cemconcomp.2011.03.012.
Yuan, J., X. Chen, H. He, B. Yang, and X. Zhu. 2020. “Repair and rejuvenation of cracked concrete by microbiologically-induced calcite-precipitation.” [In Chinese.] J. Jilin Univ. (Eng. Technol. Ed.) 50 (2): 641–647. https://doi.org/10.13229/j.cnki.jdxbgxb20181001.
Zhong, L., and M. R. Islam. 1995. “A new microbial plugging process and its impact on fracture remediation.” In Proc., SPE Annual Technical Conf. and Exhibition. Houston: Society of Petroleum Engineers. https://doi.org/10.2118/30519-MS.
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© 2024 American Society of Civil Engineers.
History
Received: Jan 11, 2023
Accepted: Apr 11, 2024
Published online: Sep 28, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 28, 2025
ASCE Technical Topics:
- [Inorganic compounds]
- Calcium carbonate
- Chemicals
- Chemistry
- Cold regions engineering
- Concrete
- Continuum mechanics
- Cracking
- Engineering materials (by type)
- Engineering mechanics
- Environmental engineering
- Fracture mechanics
- Freeze and thaw
- Freezing
- Material durability
- Material mechanics
- Material properties
- Materials engineering
- Materials processing
- Organic compounds
- Organic compounds
- Pollutants
- Pollution
- Soil pollution
- Soil treatment
- Solid mechanics
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