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Mixed face tunnelling in Hong KongWai, Man-hon, John., 韋文瀚. January 2005 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
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The use of horizontal directional coring technique for ground investigation of tunnelling projects in Hong KongChan, Man-piu., 陳文彪. January 2007 (has links)
published_or_final_version / abstract / Applied Geosciences / Master / Master of Science
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Hypothetical studies on ground settlement triggered by groundwater loss during tunneling activitiesLiu, K. W., 廖家榮. January 2001 (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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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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Project financing: a case study of education harbour crossing tunnel.January 1992 (has links)
by Ling Pui-Yee, Michelle and Wu Kwok-Fai. / Thesis (M.B.A.)--Chinese University of Hong Kong, 1992. / Includes bibliographical references (leaf [213]). / ABSTRACT --- p.ii / table of contents --- p.iii / LIST OF FIGURES --- p.iv / list of tables --- p.v / PREFACE --- p.vi / Chapter / Chapter I. --- INTRODUCTION --- p.1 / What is Project Financing --- p.1 / The Scope of the Study --- p.2 / Methodology --- p.2 / Chapter II. --- PROJECT FINANCE IN HONG KONG --- p.5 / General Trend of Project Finance in Hong Kong --- p.5 / Comparison of Project Finance --- p.10 / Chapter III. --- THE ESSENTIALS OF PROJECT FINANCING --- p.15 / Definition of Project Financing --- p.16 / Types of Project Financing --- p.17 / Advantages of Project Financing --- p.18 / Project Planning Activities --- p.18 / Project Financing Activities --- p.19 / Project Appraisal --- p.19 / Risk Identification and Allocation --- p.23 / Financial Structuring --- p.35 / Financial Packaging --- p.41 / Preparation of Financial Offer --- p.47 / Chapter IV. --- CASE STUDY-EASTERN HARBOUR CROSSING --- p.61 / Background Information --- p.61 / Case Analysis of the Project --- p.62 / Project Planning Stage --- p.63 / Stage for determining the terms in the bid --- p.82 / Stage for Project Appraisal after winning the bid --- p.90 / Stage for picking appropriate financial vehicles --- p.98 / Stage of Financial Offering --- p.107 / Stage of actual arrangement --- p.109 / Stage of Documentation --- p.112 / Stage of Legal Review --- p.115 / Stage of release of credit --- p.115 / Stage of monitoring --- p.116 / Risk Allocation --- p.116 / Looking back on the progress of the project --- p.122 / Evaluation of the financing of the whole project --- p.124 / APPENDIX / BIBLIOGRAPHY
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