Quantifying the permeability reduction of biogrouted rock fracture

Uncontrollable seepage is one of the commonly encountered disasters in underground excavation projects (Gell and Wittke 1986; Gmünder and Arn 1993; Dhawan et al. 2004; Min et al. 2009; Walsh et al. 2013). Cementitious or chemical grouts are often used for seepage control by sealing the rock joints i...

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Main Authors: Wu, Chuangzhou, Chu, Jian, Wu, Shifan, Guo, Wei
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2021
Subjects:
Online Access:https://hdl.handle.net/10356/151278
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author Wu, Chuangzhou
Chu, Jian
Wu, Shifan
Guo, Wei
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Wu, Chuangzhou
Chu, Jian
Wu, Shifan
Guo, Wei
author_sort Wu, Chuangzhou
collection NTU
description Uncontrollable seepage is one of the commonly encountered disasters in underground excavation projects (Gell and Wittke 1986; Gmünder and Arn 1993; Dhawan et al. 2004; Min et al. 2009; Walsh et al. 2013). Cementitious or chemical grouts are often used for seepage control by sealing the rock joints in the areas, where caverns or tunnels are going to be constructed (Warner 2004; Bruce et al. 2006; Tongwa et al. 2013; Wu et al. 2017). However, the viscosity of cement grout is high and the particle sizes may not be fine enough to penetrate through fine rock joints. Chemical grouts may also be used as an alternative However, such chemical grouts are expensive and the life span is between 10 and 20 years (Minto et al. 2016; El Mountassir et al. 2014; Phillips et al. 2015, 2016).
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spelling ntu-10356/1512782021-06-15T03:18:16Z Quantifying the permeability reduction of biogrouted rock fracture Wu, Chuangzhou Chu, Jian Wu, Shifan Guo, Wei School of Civil and Environmental Engineering Engineering::Civil engineering Rock Fracture Biogrouting Uncontrollable seepage is one of the commonly encountered disasters in underground excavation projects (Gell and Wittke 1986; Gmünder and Arn 1993; Dhawan et al. 2004; Min et al. 2009; Walsh et al. 2013). Cementitious or chemical grouts are often used for seepage control by sealing the rock joints in the areas, where caverns or tunnels are going to be constructed (Warner 2004; Bruce et al. 2006; Tongwa et al. 2013; Wu et al. 2017). However, the viscosity of cement grout is high and the particle sizes may not be fine enough to penetrate through fine rock joints. Chemical grouts may also be used as an alternative However, such chemical grouts are expensive and the life span is between 10 and 20 years (Minto et al. 2016; El Mountassir et al. 2014; Phillips et al. 2015, 2016). Ministry of Education (MOE) Ministry of National Development (MND) The financial support from the Ministry of National Development, Singapore (MND-SUL2013-1) and the Ministry of Education (MOE2015-T2-2-142) is greatly acknowledged. 2021-06-15T03:18:16Z 2021-06-15T03:18:16Z 2019 Journal Article Wu, C., Chu, J., Wu, S. & Guo, W. (2019). Quantifying the permeability reduction of biogrouted rock fracture. Rock Mechanics and Rock Engineering, 52(3), 947-954. https://dx.doi.org/10.1007/s00603-018-1669-9 0723-2632 https://hdl.handle.net/10356/151278 10.1007/s00603-018-1669-9 2-s2.0-85057886341 3 52 947 954 en MND-SUL2013-1 MOE2015-T2-2-142 Rock Mechanics and Rock Engineering © 2018 Springer-Verlag GmbH Austria, part of Springer Nature. All rights reserved.
spellingShingle Engineering::Civil engineering
Rock Fracture
Biogrouting
Wu, Chuangzhou
Chu, Jian
Wu, Shifan
Guo, Wei
Quantifying the permeability reduction of biogrouted rock fracture
title Quantifying the permeability reduction of biogrouted rock fracture
title_full Quantifying the permeability reduction of biogrouted rock fracture
title_fullStr Quantifying the permeability reduction of biogrouted rock fracture
title_full_unstemmed Quantifying the permeability reduction of biogrouted rock fracture
title_short Quantifying the permeability reduction of biogrouted rock fracture
title_sort quantifying the permeability reduction of biogrouted rock fracture
topic Engineering::Civil engineering
Rock Fracture
Biogrouting
url https://hdl.handle.net/10356/151278
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