Investigation of the crack healing performance in mortar using microbially induced calcium carbonate precipitation (MICP) method
•Dropping method of MICP was introduced for crack-healing in mortar.•MICP agent was dropped on cracked mortar to improve strength and water tightness.•CaCO3 biomineralization can reduce crack area up to 85% after treatment.•Compressive strength of treated mortar was 43% higher than that of cracked s...
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Published in | Construction & building materials Vol. 212; pp. 737 - 744 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
10.07.2019
Reed Business Information, Inc. (US) |
Subjects | |
Online Access | Get full text |
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Abstract | •Dropping method of MICP was introduced for crack-healing in mortar.•MICP agent was dropped on cracked mortar to improve strength and water tightness.•CaCO3 biomineralization can reduce crack area up to 85% after treatment.•Compressive strength of treated mortar was 43% higher than that of cracked sample.•Water tightness of treated mortar was comparable to that of mortar without crack.
This study presents the feasibility of using bacterial cells to repair of the existing cracks within the cement mortar. Bacillus sphaericus (LMG 22257) has been used to produce microbially induced calcium carbonate precipitation (MICP) for crack closing. The healing agent were externally applied to the cracked mortar specimens by dropping the bacteria and urea solutions daily. After 20 days of treatment, the MICP-treated sample showed 43% higher compressive strength than that of cracked sample. In addition, it is comparable in terms of water tightness to control mortar made without artificial crack. |
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AbstractList | •Dropping method of MICP was introduced for crack-healing in mortar.•MICP agent was dropped on cracked mortar to improve strength and water tightness.•CaCO3 biomineralization can reduce crack area up to 85% after treatment.•Compressive strength of treated mortar was 43% higher than that of cracked sample.•Water tightness of treated mortar was comparable to that of mortar without crack.
This study presents the feasibility of using bacterial cells to repair of the existing cracks within the cement mortar. Bacillus sphaericus (LMG 22257) has been used to produce microbially induced calcium carbonate precipitation (MICP) for crack closing. The healing agent were externally applied to the cracked mortar specimens by dropping the bacteria and urea solutions daily. After 20 days of treatment, the MICP-treated sample showed 43% higher compressive strength than that of cracked sample. In addition, it is comparable in terms of water tightness to control mortar made without artificial crack. |
Audience | Trade |
Author | Jongvivatsakul, Pitcha Pungrasmi, Wiboonluk Janprasit, Karn Nuaklong, Peem Likitlersuang, Suched |
Author_xml | – sequence: 1 givenname: Pitcha orcidid: 0000-0002-1680-4578 surname: Jongvivatsakul fullname: Jongvivatsakul, Pitcha email: pitcha.j@chula.ac.th organization: Innovative Construction Materials Research Unit, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand – sequence: 2 givenname: Karn surname: Janprasit fullname: Janprasit, Karn organization: Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand – sequence: 3 givenname: Peem surname: Nuaklong fullname: Nuaklong, Peem organization: Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand – sequence: 4 givenname: Wiboonluk surname: Pungrasmi fullname: Pungrasmi, Wiboonluk email: wiboonluk.p@chula.ac.th organization: Department of Environmental Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand – sequence: 5 givenname: Suched orcidid: 0000-0001-8289-3647 surname: Likitlersuang fullname: Likitlersuang, Suched email: fceslk@eng.chula.ac.th organization: Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand |
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Keywords | Microbially induced calcium carbonate precipitation (MICP) Compressive strength Mortar Crack healing Microstructure |
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Snippet | •Dropping method of MICP was introduced for crack-healing in mortar.•MICP agent was dropped on cracked mortar to improve strength and water tightness.•CaCO3... |
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SubjectTerms | Analysis Bacteria Calcium carbonate Carbonates Compressive strength Crack healing Methods Microbially induced calcium carbonate precipitation (MICP) Microstructure Mortar Urea |
Title | Investigation of the crack healing performance in mortar using microbially induced calcium carbonate precipitation (MICP) method |
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