Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate Precipitation

Uncontrollable leakage has significant effects on the safety of fractured rock mass, and microbially induced carbonate precipitation (MICP) is an effective way to control the seepage. In this study, four sets of seepage experiments are conducted on transparent rock-like specimens containing MICP fil...

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Main Authors: Yulin Zou, Hao Bai, Fan Shen, Hong Xu, Yundong Shou
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/4959229
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author Yulin Zou
Hao Bai
Fan Shen
Hong Xu
Yundong Shou
author_facet Yulin Zou
Hao Bai
Fan Shen
Hong Xu
Yundong Shou
author_sort Yulin Zou
collection DOAJ
description Uncontrollable leakage has significant effects on the safety of fractured rock mass, and microbially induced carbonate precipitation (MICP) is an effective way to control the seepage. In this study, four sets of seepage experiments are conducted on transparent rock-like specimens containing MICP filled single cracks to investigate the effects of bacterial concentration, crack inclination angle, crack roughness, and crack opening on fracture permeability. The experimental results show that calcium carbonate precipitation is produced when Sporosarcina pasteurii and cementing fluid are injected into the cracks, which can seal the cracks and reduce the permeability of the cracks. Moreover, the calcium carbonate produced by Sporosarcina pasteurii increases with increasing bacterial concentration. Furthermore, the fracture permeability of the MICP filled crack increases first and then decreases with increasing inclination, roughness, and opening of cracks. The experimental results provide a better understanding of the influence of different construction conditions on fracture permeability when the MICP technology is applied in rock engineering.
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institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-5f468c1cc9fe444a96aeaf4c81514f832025-02-03T01:24:46ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/49592294959229Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate PrecipitationYulin Zou0Hao Bai1Fan Shen2Hong Xu3Yundong Shou4Sichuan Railway Investment Group Co., Ltd., Chengdu 100036, ChinaSichuan Expressway Construction & Development Group Co., Ltd., Chengdu, ChinaSchool of Civil Engineering, Wuhan University, Wuhan 430072, ChinaNational Breeding Base of Technology and Innovation Platform for Automatic-Monitoring of Geologic Hazards (Chongqing Engineering Research Center of Automatic Monitoring for Geological Hazards), Chongqing 400042, ChinaNational Breeding Base of Technology and Innovation Platform for Automatic-Monitoring of Geologic Hazards (Chongqing Engineering Research Center of Automatic Monitoring for Geological Hazards), Chongqing 400042, ChinaUncontrollable leakage has significant effects on the safety of fractured rock mass, and microbially induced carbonate precipitation (MICP) is an effective way to control the seepage. In this study, four sets of seepage experiments are conducted on transparent rock-like specimens containing MICP filled single cracks to investigate the effects of bacterial concentration, crack inclination angle, crack roughness, and crack opening on fracture permeability. The experimental results show that calcium carbonate precipitation is produced when Sporosarcina pasteurii and cementing fluid are injected into the cracks, which can seal the cracks and reduce the permeability of the cracks. Moreover, the calcium carbonate produced by Sporosarcina pasteurii increases with increasing bacterial concentration. Furthermore, the fracture permeability of the MICP filled crack increases first and then decreases with increasing inclination, roughness, and opening of cracks. The experimental results provide a better understanding of the influence of different construction conditions on fracture permeability when the MICP technology is applied in rock engineering.http://dx.doi.org/10.1155/2021/4959229
spellingShingle Yulin Zou
Hao Bai
Fan Shen
Hong Xu
Yundong Shou
Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate Precipitation
Advances in Civil Engineering
title Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate Precipitation
title_full Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate Precipitation
title_fullStr Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate Precipitation
title_full_unstemmed Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate Precipitation
title_short Experimental Investigation on Effects of Bacterial Concentration, Crack Inclination Angle, Crack Roughness, and Crack Opening on the Fracture Permeability Using Microbially Induced Carbonate Precipitation
title_sort experimental investigation on effects of bacterial concentration crack inclination angle crack roughness and crack opening on the fracture permeability using microbially induced carbonate precipitation
url http://dx.doi.org/10.1155/2021/4959229
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