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postgraduate thesis: Enhancing the ground effectively by tube á manchette (TAM) grouting and jet grouting for tunnel excavation

TitleEnhancing the ground effectively by tube á manchette (TAM) grouting and jet grouting for tunnel excavation
Authors
Issue Date2017
PublisherThe University of Hong Kong (Pokfulam, Hong Kong)
Citation
Chan, S. [陳小傑]. (2017). Enhancing the ground effectively by tube á manchette (TAM) grouting and jet grouting for tunnel excavation. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR.
AbstractIn Hong Kong such highly developed area, tunnel is a very suitable transportation way to connect the new town to central business district. However, as the tunneling works carried out underneath the urban area, it is unavoidable to induce the ground and structure disturbance. In order to minimize the tunneling impact, implementation of grouting to stabilize the ground become a common method prior to tunnel excavation. Two grouting technique - Jet grouting and TAM grouting are commonly used in Hong Kong for stabilized the underground weak soil. It would be an interested topics for every investor, contractor and engineer to find out the best grouting technique to minimize the disturbance. The effectiveness of TAM and Jet grouting would be assessed by examining the grouting data of my previous working project to determine the most effective grouting technique in this dissertation.
DegreeMaster of Science
SubjectGrouting
Tunneling
Dept/ProgramApplied Geosciences
Persistent Identifierhttp://hdl.handle.net/10722/252042

 

DC FieldValueLanguage
dc.contributor.authorChan, Siu-kit-
dc.contributor.author陳小傑-
dc.date.accessioned2018-04-09T14:36:55Z-
dc.date.available2018-04-09T14:36:55Z-
dc.date.issued2017-
dc.identifier.citationChan, S. [陳小傑]. (2017). Enhancing the ground effectively by tube á manchette (TAM) grouting and jet grouting for tunnel excavation. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR.-
dc.identifier.urihttp://hdl.handle.net/10722/252042-
dc.description.abstractIn Hong Kong such highly developed area, tunnel is a very suitable transportation way to connect the new town to central business district. However, as the tunneling works carried out underneath the urban area, it is unavoidable to induce the ground and structure disturbance. In order to minimize the tunneling impact, implementation of grouting to stabilize the ground become a common method prior to tunnel excavation. Two grouting technique - Jet grouting and TAM grouting are commonly used in Hong Kong for stabilized the underground weak soil. It would be an interested topics for every investor, contractor and engineer to find out the best grouting technique to minimize the disturbance. The effectiveness of TAM and Jet grouting would be assessed by examining the grouting data of my previous working project to determine the most effective grouting technique in this dissertation. -
dc.languageeng-
dc.publisherThe University of Hong Kong (Pokfulam, Hong Kong)-
dc.relation.ispartofHKU Theses Online (HKUTO)-
dc.rightsThe author retains all proprietary rights, (such as patent rights) and the right to use in future works.-
dc.rightsThis work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.-
dc.subject.lcshGrouting-
dc.subject.lcshTunneling-
dc.titleEnhancing the ground effectively by tube á manchette (TAM) grouting and jet grouting for tunnel excavation-
dc.typePG_Thesis-
dc.description.thesisnameMaster of Science-
dc.description.thesislevelMaster-
dc.description.thesisdisciplineApplied Geosciences-
dc.description.naturepublished_or_final_version-
dc.date.hkucongregation2017-
dc.identifier.mmsid991043996466103414-

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