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Equal Stress Should Be Laid on Bridge and Tunnel in the Trans-Yangtze Traffic Project

Qian Qihu,He Yishou

Strategic Study of CAE 2001, Volume 3, Issue 5,   Pages 32-34

Abstract:

The trans-Yangtze traffic project plays an important role in the steady development of China´In making choice of the transriver project scheme it is not wise to take bridge scheme as the only wayInstead,equal stress should be laid on bridge and tunnel,so that both bridge and submerged tunnel can

Keywords： trans-yangtze traffic passage     project     bridge     submerged tunnel    

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The Hong Kong–Zhuhai–Macao Island and Tunnel Project

Ming Lin, Wei Lin

Engineering 2017, Volume 3, Issue 6,   Pages 783-784 doi: 10.1016/j.eng.2017.11.003

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Scheme study of Bohai Strait cross-sea tunnel

Tan Zhongsheng,Wang Mengshu

Strategic Study of CAE 2013, Volume 15, Issue 12,   Pages 45-51

Abstract:

Bohai Strait settled cross-sea project is an important part of the nationalscheme and tunnel line position are analyzed.According to the analysis, Bohai Strait cross- sea project should adopt the whole scheme, and Lvshun—Penglai tunnel line bit program is excellent, the line position in deep tunnels is optimum.to cross the Bohai Strait tunnel.

Keywords： Bohai Strait     cross-sea project     railway tunnel     preliminary scheme    

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Evidence from the Hong Kong-Zhuhai-Macao Bridge project in China

Jinwen ZHANG, Yumin QIU

Frontiers of Engineering Management 2018, Volume 5, Issue 1,   Pages 40-51 doi: 10.15302/J-FEM-2018083

Abstract: This study analyzes the complex integrity of the island-tunnel subproject of the Hong Kong-Zhuhai-MacaoBridge (HZMB) project and proposes an improved design-build (DB) mode in which the owner provides a

Keywords： Hong Kong-Zhuhai-Macao Bridge project     island-tunnel subproject     complex integrity     complexity degradation    

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application of quantitative engineering in risk identification and prevention in Nanjing Yangtze River Tunnelproject

Qian Wei,Jin Xianlong,Shen Jianqi

Strategic Study of CAE 2008, Volume 10, Issue 10,   Pages 22-30

Abstract:

In Nanjing Yangtze river tunnel project, quantitative engineering was

Keywords： Nanjing Yangtze River Tunnel     quantitative engineering and technology     risk identification and prevention    

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Research on Intrinsical Management: Based on the Practice in Island & Tunnel Project of Hong Kong–Zhuhai–Macao

Lin Ming, Wang Menjun, Wang Qinge, Tang Juanjuan

Strategic Study of CAE 2019, Volume 21, Issue 2,   Pages 103-110 doi: 10.15302/J-SSCAE-2019.02.015

Abstract: Based on the practice in Island & Tunnel Project of Hong Kong–Zhuhai–Macao Bridge, this, established its logical model, and elaborated its process and methodology taking the Island & TunnelProject of Hong Kong–Zhuhai–Macao Bridge as an example.ldquo;orientation emerging while root standing”, and has a pervasive significance in large-scale project

Keywords： Intrinsical Management     the practice of Chinese engineering     Island & Tunnel Project of Hong Kong-Zhuhai-Macao    

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Key Technologies of the Hydraulic Structures of the Three Gorges Project

Xinqiang Niu

Engineering 2016, Volume 2, Issue 3,   Pages 340-349 doi: 10.1016/J.ENG.2016.03.006

Abstract:

To date, the Three Gorges Project is the largest hydro junction in the world.It is the key project for the integrated water resource management and development of the ChangjiangThe technology of the project, with its huge scale and comprehensive benefits, is extremely complicated, and the design difficulty is greater than that of any other hydro project in the world.

Keywords： Three Gorges Project     Large orifice gravity dam     Penstock on dam downstream surface     Tailrace tunnel with    

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Study on support mechanical behaviour and scheme for shallow buried tunnel in weak wall rock with rich

Wan Fei,Tan Zhongsheng,Yang Sensen,Ma Dong

Strategic Study of CAE 2014, Volume 16, Issue 8,   Pages 45-53

Abstract:

Shallow buried section under river valley of Guan Jiao tunnel has donea series of research on support mechanical behaviour and scheme for tunnel in weak wall rock with richresearch results can provide theoretical basis and underlying date for support scheme for Shallow buried tunnelriver valley, and have high referential value for design and construction decision-making of analogous project

Keywords： Tunnel project     Shallow buried under river valley     Weak wall rock     Support scheme     Field monitoring    

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Upper Lillooet River Hydroelectric Project: The Challenges of Constructing a Power Tunnel for Run-of-River Article

Nichole Boultbee, Oliver Robson, Serge Moalli, Rich Humphries

Engineering 2018, Volume 4, Issue 2,   Pages 260-266 doi: 10.1016/j.eng.2017.09.003

Abstract:

The Upper Lillooet River Hydroelectric Project (ULHP) is a run-of-river power generation scheme locatedLillooet River HEF includes the excavation of a 6 m wide by 5.5 m high and approximately 2500 m long tunnelThe project is in a mountainous area; severe restrictions imposed by weather conditions and the presenceThis paper provides an overview of the project, a summary of the key design and construction schedulechallenges, and a description of the successful excavation of the tunnel through deposits associated

Keywords： Run-of-river hydro project     Power tunnel     Umbrella support     Canopy tubes     Volcanic deposits     Pumice     Roadheader    

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Research on Demarcating Method for Deep Tunnel and Shallow Tunnel in Soil

Zhao Zhanchang,Xie Yongli

Strategic Study of CAE 2005, Volume 7, Issue 10,   Pages 84-86

Abstract:

Directed against the demarcating problems of deep tunnel and shallow tunnel in exiting methods, thefeasible by two engineering cases, and is of importantce to lining design and construction of soil tunnel

Keywords： soil tunnel     deep tunnel and shallow tunnel     demarcating method    

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Effect of cutterhead configuration on tunnel face stability during shield machine maintenance outages

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 4,   Pages 522-532 doi: 10.1007/s11709-023-0930-9

Abstract: Engineering safety during maintenance outages is determined by the stability of the tunnel face.The tunnel face is supported by a medium at the bottom of the excavation chamber and compressed air atDisregarding the supporting effect of the cutterhead will result in a tunnel face with underestimated

Keywords： tunnel face stability     cutterhead configuration     aperture ratio     pressure gradient     support ratio    

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Analysis and control of significant risk source of underground diameter project from Beijing railway

Zhao Yong,Han Fuzhong,Li Jianhua

Strategic Study of CAE 2010, Volume 12, Issue 12,   Pages 23-28

Abstract:

Through the detailed risk evaluation on underground diameter projectDue to the tunnel excavation the settlement of Tianningsi Bridge was lower than 3 mm.

Keywords： tunnel     risk analysis     risk control    

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Bending failure performance of a shield tunnel segment based on full-scale test and numerical analysis

Frontiers of Structural and Civil Engineering   Pages 1033-1046 doi: 10.1007/s11709-023-0973-y

Abstract: This study focuses on the bending failure performance of a shield tunnel segment.

Keywords： shield tunnel     bearing capacity     failure mechanism     segment reinforcement    

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Discontinuous mechanical behaviors of existing shield tunnel with stiffness reduction at longitudinal

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 1,   Pages 37-52 doi: 10.1007/s11709-022-0920-3

Abstract: analytical model is proposed to estimate the discontinuous mechanical behavior of an existing shield tunnelabove a new tunnel.The existing shield tunnel is regarded as a Timoshenko beam with longitudinal joints.Timoshenko beam GA, and different additional pressure profiles on the responses of the shield tunnel

Keywords： tunnel–soil interaction     discontinuous analysis     longitudinal joints     existing shield tunnel     Timoshenko    

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A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils

Xinyu HU, Zixin ZHANG, Scott KIEFFER

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 2,   Pages 176-187 doi: 10.1007/s11709-012-0149-7

Abstract: The current models that have been published to date only allow for homogeneous soil at the tunnel faceThis paper presents a real-life face stability model to determine the minimal pressure needed at the tunnelface for a large shield-driven tunnel in heterogeneous soft soils.are conducted, and the effects of the involved parameters for a large, multilayered, shield-driven tunnel

Keywords： analytical solution     shield-driven tunnel     multilayered soil     face stability    

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Title Author Date Type Operation

Equal Stress Should Be Laid on Bridge and Tunnel in the Trans-Yangtze Traffic Project

Qian Qihu,He Yishou

Journal Article

The Hong Kong–Zhuhai–Macao Island and Tunnel Project

Ming Lin, Wei Lin

Journal Article

Scheme study of Bohai Strait cross-sea tunnel

Tan Zhongsheng,Wang Mengshu

Journal Article

Evidence from the Hong Kong-Zhuhai-Macao Bridge project in China

Jinwen ZHANG, Yumin QIU

Journal Article

application of quantitative engineering in risk identification and prevention in Nanjing Yangtze River Tunnelproject

Qian Wei,Jin Xianlong,Shen Jianqi

Journal Article

Research on Intrinsical Management: Based on the Practice in Island & Tunnel Project of Hong Kong–Zhuhai–Macao

Lin Ming, Wang Menjun, Wang Qinge, Tang Juanjuan

Journal Article

Key Technologies of the Hydraulic Structures of the Three Gorges Project

Xinqiang Niu

Journal Article

Study on support mechanical behaviour and scheme for shallow buried tunnel in weak wall rock with rich

Wan Fei,Tan Zhongsheng,Yang Sensen,Ma Dong

Journal Article

Upper Lillooet River Hydroelectric Project: The Challenges of Constructing a Power Tunnel for Run-of-River

Nichole Boultbee, Oliver Robson, Serge Moalli, Rich Humphries

Journal Article

Research on Demarcating Method for Deep Tunnel and Shallow Tunnel in Soil

Zhao Zhanchang,Xie Yongli

Journal Article

Effect of cutterhead configuration on tunnel face stability during shield machine maintenance outages

Journal Article

Analysis and control of significant risk source of underground diameter project from Beijing railway

Zhao Yong,Han Fuzhong,Li Jianhua

Journal Article

Bending failure performance of a shield tunnel segment based on full-scale test and numerical analysis

Journal Article

Discontinuous mechanical behaviors of existing shield tunnel with stiffness reduction at longitudinal

Journal Article

A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils

Xinyu HU, Zixin ZHANG, Scott KIEFFER

Journal Article