Biocarbonation of reactive magnesia for soil improvement
This paper presents a new microbial technique for soil improvement through microbially induced carbonate precipitation (MICP) incorporating with reactive magnesia cement (RMC). Through a microbially induced carbonate precipitation (MICP) process, hydrated magnesium carbonates (HMCs) are produced due...
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sg-ntu-dr.10356-1552172022-02-21T08:26:26Z Biocarbonation of reactive magnesia for soil improvement Yang, Yang Ruan, Shaoqin Wu, Shifan Chu, Jian Unluer, Cise Liu, Hanlong Cheng, Liang School of Civil and Environmental Engineering Engineering::Civil engineering Biocarbonation Microbially Induced Carbonate Precipitation This paper presents a new microbial technique for soil improvement through microbially induced carbonate precipitation (MICP) incorporating with reactive magnesia cement (RMC). Through a microbially induced carbonate precipitation (MICP) process, hydrated magnesium carbonates (HMCs) are produced due to biological carbonation of hydrated RMC, which then act as cementation agents to bind soil particles. The influence of several parameters including the RMC content, urea content, and water content on the MICP efficiency was investigated. The performance of the biocarbonated RMC-based sand samples was evaluated using unconfined compressive strength and permeability measurements. Microstructural analyses including scanning electron microscope, X-ray diffraction, and thermogravimetric analysis were also performed to understand the mechanisms behind the treatment. Biocarbonated RMC-based sand samples were compared with the biocement-treated samples using the conventional MICP method. The experimental results indicated the formation of different types of biocarbonation phases enabled by the carbonate ions produced by urea hydrolysis via microbial metabolism. These phases, identified as HMCs, have provided strong bonding to loose sand particles to increase its early strength. The HMCs also occupy the pores of sand matrix to reduce its permeability. The unconfined compressive strength gained at 28 days was up to 2.3 MPa, and the reduction in permeability was up to 1.8 × 10−7 m/s among the tests carried out. The obtained findings have demonstrated that the biocarbonation of reactive magnesia approach is effective for soil improvement. Ministry of Education (MOE) The authors would like to acknowledge the financial support from Grant No MOE2015-T2-2-142 provided by the Ministry of Education, Singapore, and the Centre for Urban Solutions, Nanyang Technological University, Singapore, to complete this research project. 2022-02-21T08:26:26Z 2022-02-21T08:26:26Z 2020 Journal Article Yang, Y., Ruan, S., Wu, S., Chu, J., Unluer, C., Liu, H. & Cheng, L. (2020). Biocarbonation of reactive magnesia for soil improvement. Acta Geotechnica, 16(4), 1113-1125. https://dx.doi.org/10.1007/s11440-020-01093-6 1861-1125 https://hdl.handle.net/10356/155217 10.1007/s11440-020-01093-6 2-s2.0-85094209508 4 16 1113 1125 en MOE2015-T2-2-142 Acta Geotechnica © 2020 Springer-Verlag GmbH Germany, part of Springer Nature. All rights reserved. |
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Engineering::Civil engineering Biocarbonation Microbially Induced Carbonate Precipitation Yang, Yang Ruan, Shaoqin Wu, Shifan Chu, Jian Unluer, Cise Liu, Hanlong Cheng, Liang Biocarbonation of reactive magnesia for soil improvement |
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This paper presents a new microbial technique for soil improvement through microbially induced carbonate precipitation (MICP) incorporating with reactive magnesia cement (RMC). Through a microbially induced carbonate precipitation (MICP) process, hydrated magnesium carbonates (HMCs) are produced due to biological carbonation of hydrated RMC, which then act as cementation agents to bind soil particles. The influence of several parameters including the RMC content, urea content, and water content on the MICP efficiency was investigated. The performance of the biocarbonated RMC-based sand samples was evaluated using unconfined compressive strength and permeability measurements. Microstructural analyses including scanning electron microscope, X-ray diffraction, and thermogravimetric analysis were also performed to understand the mechanisms behind the treatment. Biocarbonated RMC-based sand samples were compared with the biocement-treated samples using the conventional MICP method. The experimental results indicated the formation of different types of biocarbonation phases enabled by the carbonate ions produced by urea hydrolysis via microbial metabolism. These phases, identified as HMCs, have provided strong bonding to loose sand particles to increase its early strength. The HMCs also occupy the pores of sand matrix to reduce its permeability. The unconfined compressive strength gained at 28 days was up to 2.3 MPa, and the reduction in permeability was up to 1.8 × 10−7 m/s among the tests carried out. The obtained findings have demonstrated that the biocarbonation of reactive magnesia approach is effective for soil improvement. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Yang, Yang Ruan, Shaoqin Wu, Shifan Chu, Jian Unluer, Cise Liu, Hanlong Cheng, Liang |
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Article |
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Yang, Yang Ruan, Shaoqin Wu, Shifan Chu, Jian Unluer, Cise Liu, Hanlong Cheng, Liang |
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Yang, Yang |
title |
Biocarbonation of reactive magnesia for soil improvement |
title_short |
Biocarbonation of reactive magnesia for soil improvement |
title_full |
Biocarbonation of reactive magnesia for soil improvement |
title_fullStr |
Biocarbonation of reactive magnesia for soil improvement |
title_full_unstemmed |
Biocarbonation of reactive magnesia for soil improvement |
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biocarbonation of reactive magnesia for soil improvement |
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2022 |
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https://hdl.handle.net/10356/155217 |
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