Technical Papers
Aug 25, 2020

Self-Healing of Later-Age Cracks in Cement-Based Materials by Encapsulation-Based Bacteria

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 11

Abstract

Bacteria-induced calcium carbonate precipitation has been considered as an intelligent and environment friendly technology to repair cracks in cement-based materials. However, because of the high alkalinity and harsh physical and chemical environment inside the cement-based materials, even alkali-tolerant microbial spores can hardly survive for a long time in this environment, which affects the self-healing effect of later age cracks of cement-based materials. Two low alkaline materials, potassium magnesium phosphate (MKPC) and sulphoaluminate cement (SC) were screened to protect microbial spores in this paper, and the protective effects of the two materials on spores were compared within 180 days. The results showed that SC had a better protection effect than MKPC in simulated porous solution of cement-based materials because of its compact porosity. The area repair rate and resistance to water permeability repair rate were used to characterize the self-healing effects of cracks. After 180 days, the area repair rate of the specimens with unencapsulated spores, MKPC encapsulated spores and SC encapsulated spores were 18%, 92%, and 96%, respectively, and the corresponding resistance to water permeability repair rate were 14%, 78%, and 85%, respectively. The mineral precipitations at the crack area were analyzed by Scanning Electron Microscope (SEM) equipped with an Energy Dispersive X-ray Spectrometry (EDS) and X-ray diffraction (XRD). These results indicated that the filling materials at the crack area were CaCO3 with compound polymorph of calcite and vaterite. The research suggests the carrier technology can enhance the self-healing effects of later age cracks of cement-based materials, which provides a new idea and method for the long-term self-healing ability of concrete.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The financial help of the National Nature Science Foundation of China (Grant No. 51738003) is gratefully acknowledged.

References

Ahn, T. H., and T. Kishi. 2010. “Crack self-healing behavior of cementations composites incorporating various mineral admixtures.” J. Adv. Concr. Technol. 8 (2): 171–186. https://doi.org/10.3151/jact.8.171.
Choi, S. G., K. J. Wang, Z. Y. Wen, and J. Chu. 2017. “Mortar crack repair using microbial induced calcite precipitation method.” Cem. Concr. Compos. 83 (1): 209–221. https://doi.org/10.1016/j.cemconcomp.2017.07.013.
De Muynck, W., N. De Belie, and W. Verstraete. 2010. “Microbial carbonate precipitation in construction materials: A review.” Ecol. Eng. 36 (2): 118–136. https://doi.org/10.1016/j.ecoleng.2009.02.006.
Granger, S., A. Loukili, G. Pijaudier-Cabot, and G. Chanvillard. 2007. “Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: Mechanical tests and acoustic emission analysis.” Cem. Concr. Res. 37 (4): 519–527. https://doi.org/10.1016/j.cemconres.2006.12.005.
Huang, H., and G. Ye. 2012. “Simulation of self-healing by further hydrate in cementitious materials.” Cem. Concr. Compos. 34 (4): 460–467. https://doi.org/10.1016/j.cemconcomp.2012.01.003.
Jonkers, H. M., A. Thijssen, G. Muyzer, O. Copuroglu, and E. Schlangen. 2010. “Application of bacteria as self-healing agent for the development of sustainable concrete.” Ecol. Eng. 36 (2): 230–235. https://doi.org/10.1016/j.ecoleng.2008.12.036.
Kuang, Y. C., and J. P. Ou. 2005. “Experiments and analyses of the self-healing of cracks in reinforced concrete beams with embedded fibers filled with adhesive.” [In Chinese.] China Civ. Eng. J. 38 (4): 53–59. https://doi.org/10.1007/s11769-005-0030-x.
Lee, Y. S., and W. Park. 2018. “Current challenges and future directions for bacterial self-healing concrete.” Appl. Microbiol. Biotechnol. 102 (7): 3059–3070. https://doi.org/10.1007/s00253-018-8830-y.
Li, W. T., Z. W. Jiang, Z. H. Yang, N. Zhao, and W. Z. Yuan. 2013. “Self-healing efficiency of cementitious materials containing microcapsules filled with healing adhesive: Mechanical restoration and healing process monitored by water absorption.” PLOS One 8 (11): e81616. https://doi.org/10.1371/journal.pone.0081616.
Luo, M., and C. X. Qian. 2016. “Performance of two bacteria-based additives used for self-healing concrete.” J. Mater. Civ. Eng. 28 (12): 04016151. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001673.
Luo, M., C. X. Qian, and R. Y. Li. 2015. “Factors affecting crack repairing capacity of bacteria-based self-healing concrete.” Constr. Build. Mater. 87 (Jul): 1–7. https://doi.org/10.1016/j.conbuildmat.2015.03.117.
Mindess, S., J. F. Young, and D. Darwin. 2003. Concrete. Upper Saddle River, NJ: Prentice Hall.
QianChen, C. H. C., H. C. Chen, L. F. Ren, and M. Luo. 2015. “Self-healing of early age cracks in cement-based materials by mineralization of carbonic anhydrate microorganism.” Front. Microbiol. 6 (Nov): 1225. https://doi.org/10.3389/fmicb.2015.01225.
Ramachandran, S. K., V. Ramakrishnan, and S. S. Bang. 2001. “Remediation of concrete using micro-organisms.” ACI Mater. 98 (1): 3–9. https://doi.org/10.14359/10154.
Su, Y. L., J. H. Feng, Q. W. Zhan, Y. Zhang, and C. X. Qian. 2019. “Non-ureolytic microbial self-repairing concrete for low temperature environment.” Smart Mater. Struct. 28 (7): 075041. https://doi.org/10.1088/1361-665X/ab2012.
Tittelboom, K. N., 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.
Tziviloglou, E., V. Wiktor, H. M. Jonkers, and E. Schlangen. 2016. “Bacteria-based self-healing concrete to increase liquid tightness of cracks.” Constr. Build. Mater. 122 (Sep): 118–125. https://doi.org/10.1016/j.conbuildmat.2016.06.080.
Wang, J. Y., N. De Belie, and W. Verstraete. 2012a. “Diatomaceous earth as a protective vehicle for bacteria applied for self-healing concrete.” J. Ind. Microbiol. Biotechnol. 39 (4): 567–577. https://doi.org/10.1007/s10295-011-1037-1.
Wang, J. Y., D. Snoeck, S. Van Vlierberghe, W. Verstraete, and N. De Belie. 2014a. “Application of hydro gel encapsulated carbonate precipitating bacteria for approaching a realistic self-healing in concrete.” Constr. Build. Mater. 68 (Oct): 110–119. https://doi.org/10.1016/j.conbuildmat.2014.06.018.
Wang, J. Y., H. Soens, W. Verstraete, and N. De Belie. 2014b. “Self-healing concrete by use of microencapsulated bacterial spores.” Cem. Concr. Res. 56 (2): 139–152. https://doi.org/10.1016/j.cemconres.2013.11.009.
Wang, J. Y., K. N. Tittelboom, N. De Belie, and W. Verstraete. 2012b. “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, L. J., C. X. Mao, and J. Z. Dong. 2011. “Seismic performance of shear wall structure with shape memory ahoy dampers in coupling beams.” [In Chinese.] World Earthquake Eng. 27 (3): 101–107. https://doi.org/10.1117/12.917304.
Xu, J., and X. Wang. 2018. “Self-healing of concrete cracks by use of bacteria-containing low alkali cementitious material.” Constr. Build. Mater. 167 (Apr): 1–14. https://doi.org/10.1016/j.conbuildmat.2018.02.020.
Zhang, J. L., R. S. Wu, Y. M. Li, J. Y. Zhong, X. Deng, B. Liu, N. X. Han, and F. Xing. 2016. “Screening of bacteria for self-healing of concrete cracks and optimization of the microbial calcium precipitation process.” Appl. Microbiol. Biotechnol. 100 (15): 6661–6670. https://doi.org/10.1007/s00253-016-7382-2.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 11November 2020

History

Received: Jun 23, 2019
Accepted: May 12, 2020
Published online: Aug 25, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 25, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Tianwen Zheng [email protected]
Ph.D. Candidate, College of Materials Science and Engineering, Research Institute of Green Construction Materials, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Chunxiang Qian [email protected]
Professor, College of Materials Science and Engineering, Research Institute of Green Construction Materials, Southeast Univ., Nanjing 211189, China (corresponding author). Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share