Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation

In the Concrete industry, the most widely used binding ingredient for concrete, portland cement (PC), is accountable for around 8% of global anthropogenic carbon dioxide (CO2) emissions. Reactive magnesium oxide (MgO) cement has been regarded as a promising alternative binding material for concrete...

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Main Author: Zheng, Yanying
Other Authors: Qian Shunzhi
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2021
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Online Access:https://hdl.handle.net/10356/150719
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Institution: Nanyang Technological University
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spelling sg-ntu-dr.10356-1507192021-05-30T06:15:53Z Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation Zheng, Yanying Qian Shunzhi School of Civil and Environmental Engineering SZQian@ntu.edu.sg Engineering::Civil engineering In the Concrete industry, the most widely used binding ingredient for concrete, portland cement (PC), is accountable for around 8% of global anthropogenic carbon dioxide (CO2) emissions. Reactive magnesium oxide (MgO) cement has been regarded as a promising alternative binding material for concrete production. It gains strength through carbonation curing, which results in lesser net CO2 emissions as compared to PC. Ground granulated blast-furnace slag (GGBS), which is a type of supplementary cementitious materials (SCM), has also been employed in MgO mixes to reduce carbon footprint. Prevalence of cracks in concrete is a common issue and to prevent the expansion of them, proper and immediate treatment should be done. Traditional fixing methods such as cement grouting and maintenance are challenging and costly. Hence, it is more advisable and economical to prevent the formation of early age small cracks to larger width. To overcome these situations, self-healing concrete techniques via microbial approach are adopted. Biologic and self-healing concrete has become a promising solution, and regarded as cost effective and environmentally friendly possibly due to it being pollution free and natural for concrete repair. In this study, crack healing in reactive MgO-slag system was investigated via bacteria induced carbonate precipitation. Self-healing regimes such as alternating bacteria medium soaking and carbon dioxide curing cycles and alternating water and carbon dioxide cycles were adopted in this project. To characterise the healing effect, crack width measurement, resonant frequency test, sorptivity test and tensile test were conducted. It was found that bacteria had the ability to precipitate carbonates, which filled small cracks, stiffened the concrete, and reduced the permeability of damaged concrete. Bachelor of Engineering (Civil) 2021-05-28T00:19:02Z 2021-05-28T00:19:02Z 2021 Final Year Project (FYP) Zheng, Y. (2021). Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/150719 https://hdl.handle.net/10356/150719 en application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
spellingShingle Engineering::Civil engineering
Zheng, Yanying
Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation
description In the Concrete industry, the most widely used binding ingredient for concrete, portland cement (PC), is accountable for around 8% of global anthropogenic carbon dioxide (CO2) emissions. Reactive magnesium oxide (MgO) cement has been regarded as a promising alternative binding material for concrete production. It gains strength through carbonation curing, which results in lesser net CO2 emissions as compared to PC. Ground granulated blast-furnace slag (GGBS), which is a type of supplementary cementitious materials (SCM), has also been employed in MgO mixes to reduce carbon footprint. Prevalence of cracks in concrete is a common issue and to prevent the expansion of them, proper and immediate treatment should be done. Traditional fixing methods such as cement grouting and maintenance are challenging and costly. Hence, it is more advisable and economical to prevent the formation of early age small cracks to larger width. To overcome these situations, self-healing concrete techniques via microbial approach are adopted. Biologic and self-healing concrete has become a promising solution, and regarded as cost effective and environmentally friendly possibly due to it being pollution free and natural for concrete repair. In this study, crack healing in reactive MgO-slag system was investigated via bacteria induced carbonate precipitation. Self-healing regimes such as alternating bacteria medium soaking and carbon dioxide curing cycles and alternating water and carbon dioxide cycles were adopted in this project. To characterise the healing effect, crack width measurement, resonant frequency test, sorptivity test and tensile test were conducted. It was found that bacteria had the ability to precipitate carbonates, which filled small cracks, stiffened the concrete, and reduced the permeability of damaged concrete.
author2 Qian Shunzhi
author_facet Qian Shunzhi
Zheng, Yanying
format Final Year Project
author Zheng, Yanying
author_sort Zheng, Yanying
title Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation
title_short Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation
title_full Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation
title_fullStr Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation
title_full_unstemmed Crack healing in reactive MgO-slag system via bacteria induced carbonate precipitation
title_sort crack healing in reactive mgo-slag system via bacteria induced carbonate precipitation
publisher Nanyang Technological University
publishDate 2021
url https://hdl.handle.net/10356/150719
_version_ 1701270631385923584