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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Format: | Journal Article |
Language: | English |
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2021
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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). |
first_indexed | 2025-02-19T03:13:23Z |
format | Journal Article |
id | ntu-10356/151278 |
institution | Nanyang Technological University |
language | English |
last_indexed | 2025-02-19T03:13:23Z |
publishDate | 2021 |
record_format | dspace |
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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