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Experimental study on repair of fractured rock mass by microbial induction technology

The surrounding rock mass is often required to have good strength and impermeability in underground engineering. Some grouting methods, such as the chemical grouting method and the cement grouting pressure pump method, are often applied to reform underground environment and improve the engineering p...

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Detalles Bibliográficos
Autores principales: Gao, Rugao, Luo, Yilin, Deng, Hongwei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: The Royal Society 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6894604/
https://www.ncbi.nlm.nih.gov/pubmed/31827864
http://dx.doi.org/10.1098/rsos.191318
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author Gao, Rugao
Luo, Yilin
Deng, Hongwei
author_facet Gao, Rugao
Luo, Yilin
Deng, Hongwei
author_sort Gao, Rugao
collection PubMed
description The surrounding rock mass is often required to have good strength and impermeability in underground engineering. Some grouting methods, such as the chemical grouting method and the cement grouting pressure pump method, are often applied to reform underground environment and improve the engineering performance of rock mass. However, the application of some traditional grouting materials would destroy the original environment in which the project is located. This paper focuses on the repairing effect of Bacillus pasteurii composites in fractured rocks. The repairing effect of microbial materials on fractured sandstone is analysed through nuclear magnetic resonance (NMR) and unconfined compression-shearing equipment. The result shows that the longer the repairing time is, the better the effect will be. After 42 days of repairing, the porosity of fractured sandstone decreases by 36.41%, the impermeability increases by 94.62%, and the compressive strength increases by 30.52%. Through the study of reaction mechanisms, this technology has the advantages of mild reaction conditions, no pollution and good environmental compatibility. The application of this technology to the maintenance of geotechnical engineering can provide new ideas for the research and development of new environmental grouting materials and underground space reconstruction technology.
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spelling pubmed-68946042019-12-11 Experimental study on repair of fractured rock mass by microbial induction technology Gao, Rugao Luo, Yilin Deng, Hongwei R Soc Open Sci Engineering The surrounding rock mass is often required to have good strength and impermeability in underground engineering. Some grouting methods, such as the chemical grouting method and the cement grouting pressure pump method, are often applied to reform underground environment and improve the engineering performance of rock mass. However, the application of some traditional grouting materials would destroy the original environment in which the project is located. This paper focuses on the repairing effect of Bacillus pasteurii composites in fractured rocks. The repairing effect of microbial materials on fractured sandstone is analysed through nuclear magnetic resonance (NMR) and unconfined compression-shearing equipment. The result shows that the longer the repairing time is, the better the effect will be. After 42 days of repairing, the porosity of fractured sandstone decreases by 36.41%, the impermeability increases by 94.62%, and the compressive strength increases by 30.52%. Through the study of reaction mechanisms, this technology has the advantages of mild reaction conditions, no pollution and good environmental compatibility. The application of this technology to the maintenance of geotechnical engineering can provide new ideas for the research and development of new environmental grouting materials and underground space reconstruction technology. The Royal Society 2019-11-20 /pmc/articles/PMC6894604/ /pubmed/31827864 http://dx.doi.org/10.1098/rsos.191318 Text en © 2019 The Authors. http://creativecommons.org/licenses/by/4.0/ Published by the Royal Society under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/4.0/, which permits unrestricted use, provided the original author and source are credited.
spellingShingle Engineering
Gao, Rugao
Luo, Yilin
Deng, Hongwei
Experimental study on repair of fractured rock mass by microbial induction technology
title Experimental study on repair of fractured rock mass by microbial induction technology
title_full Experimental study on repair of fractured rock mass by microbial induction technology
title_fullStr Experimental study on repair of fractured rock mass by microbial induction technology
title_full_unstemmed Experimental study on repair of fractured rock mass by microbial induction technology
title_short Experimental study on repair of fractured rock mass by microbial induction technology
title_sort experimental study on repair of fractured rock mass by microbial induction technology
topic Engineering
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6894604/
https://www.ncbi.nlm.nih.gov/pubmed/31827864
http://dx.doi.org/10.1098/rsos.191318
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AT denghongwei experimentalstudyonrepairoffracturedrockmassbymicrobialinductiontechnology