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Application of aerial photograph interpretation in geotechnical practice in Hong KongHo, Hoi-yan., 何凱欣. January 2004 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
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Engineering geology and the assessment of channelised debris-flows: a Hong Kong case studyBloor, Daniel James. January 2011 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
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Geology and engineering properties of offshore quaternary sediments inthe Yam O reclamation area, Lantau IslandChui, Wai-hong., 徐偉康. January 2004 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
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Geological study and performance in soft ground tunnelling by TBMLee, Tsz-hang., 李子衡. January 2005 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
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Stereographic projection and mapping of engineering geology: case study near Jordan Valley, Hong KongHo, Chiu-shek., 何照碩. January 2007 (has links)
published_or_final_version / abstract / Applied Geosciences / Master / Master of Science
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Rock stress determination in Hong Kong Island by using hydraulic fracturing methodTang, Yin-tong., 鄧燕棠. January 2005 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
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TBM tunnelling through unfavourable ground conditions : a case study, SSDS tunnel F, Hong KongLokusethu Hewage Don, Danuska Hasitha January 2013 (has links)
A study of the Strategic Sewage Disposal Scheme (SSDS) Stage 1 Tunnel F in Hong Kong was carried out as it is a great example of deep sub-sea hard rock TBM tunnelling through unfavourable, fault-affected ground conditions with heavy water inflows. The main objective of this study was to document events that took place during Tunnel F excavation and collate geological and geotechnical data related to the excavation, to aid future tunnel designers and contractors to assess the risk involved with such tunnelling projects. Data relevant to Tunnel F was collected from many personnel involved with the excavation, and from the Hong Kong Geological Survey (HKGS) of the Geotechnical Engineering Office. Geological maps, ground investigation data, tunnel mapping records, ground water inflow records and grouting records were reviewed and used to summarise the ground conditions and to analyse various potential relationships.
Knowledge of ground conditions is the most important requirement for any tunnelling project. This dissertation addresses the differences between actual and predicted ground conditions and the consequences of lack of ground investigation data. The major difference between predicted and observed ground conditions during Tunnel F excavation was the amount of water ingress into the tunnel. Hundreds of liters per minute of water at up to 13bar pressure was encountered from a few probe and grout holes. In the Tolo Channel Fault area, low Q values and very high ground water inflows were experienced, and heavy temporary support and large grout volumes were required to complete the tunnel. / published_or_final_version / Applied Geosciences / Master / Master of Science
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