Abstract

Concrete crack healing by microbial calcium carbonate producers has been intensively studied for the last 10 years. To overcome the harsh environments of concrete, various carriers have been tested for their ability to protect the healing bacteria. Using expanded clay (EC) as a carrier is attractive because it provides adequate bond strength to the cement composites as well as protection to the bacteria from harsh environments. In this study, self-healing performance by EC was examined using styrene-acrylic emulsion coatings. First, the presence of bacteria (Lysinibacillus boronitolerans YS11) within EC was verified using electron microscopy after the bacteria were immobilized. Although coating has a negative effect on the preservation of bacterial density under normal conditions, the bacterial density was higher for coated EC [5.0×104 colony forming unit (CFU)/g of EC] than for uncoated EC (2.4×103  CFU/g of EC) when exposed to a harsh environment (60°C and pH 12) for 48 h. This suggests that coating the surface of EC was successful in protecting bacteria from the environmental stressors. Even though bacteria were within the EC, the bacterial survival rate quickly declined with time inside the mortar. However, the bacterial density was much higher for coated than for uncoated EC at day 28, suggesting that the coating provides the bacteria with excellent protection from the harsh environment within the mortar. The concrete healing rates were 70% for uncoated EC and 75% for coated EC, compared to the healing rate of 50% and 42% for plain mortar and mortar with empty EC, respectively. These results suggest that the healing rate has increased with EC containing bacteria.

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Data Availability Statement

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

Acknowledgments

This study was supported by a Grant (19SCIP-B103706-05) from the Construction Technology Research Program funded by the Ministry of Land, Infrastructure and Transport of the Korean government.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 146Issue 7July 2020

History

Received: Jun 26, 2019
Accepted: Dec 9, 2019
Published online: May 15, 2020
Published in print: Jul 1, 2020
Discussion open until: Oct 15, 2020

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Sanghyun Han [email protected]
Graduate Student, Dept. of Biosystems Engineering, College of Life Sciences and Biotechnology, Korea Univ., Seoul 02841, Republic of Korea. Email: [email protected]
Indong Jang [email protected]
Graduate Student, School of Civil, Environmental, and Architectural Engineering, Korea Univ., Seoul 02841, Republic of Korea. Email: [email protected]
Eun Kyung Choi [email protected]
Senior Researcher, Dept. of Pathology, Seoul National Univ. Hospital, Seoul 03080, Republic of Korea. Email: [email protected]
Woojun Park, Ph.D. [email protected]
Professor, Dept. of Environmental Science and Ecological Engineering, Korea Univ., Seoul 02841, Republic of Korea. Email: [email protected]
Chongku Yi, Ph.D. [email protected]
Principle Researcher and Professor, School of Civil, Environmental, and Architectural Engineering, Korea Univ., Seoul 02841, Republic of Korea. Email: [email protected]
Principle Researcher and Professor, Dept. of Biosystems Engineering, College of Life Sciences and Biotechnology, Korea Univ., Seoul 02841, Republic of Korea (corresponding author). ORCID: https://orcid.org/0000-0001-9899-2850. Email: [email protected]

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