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The processing technology of Longlin Temple Tunnel through a large cavern
Huang Hongjian,Xue Bin
Strategic Study of CAE 2009, Volume 11, Issue 12, Pages 35-40
Longlin Temple Tunnel is one of the 26 risk II tunnels on Yichang-WanzhouThe whole tunnel locates in limestone strata, and the standard height of the whole tunnel is throughSubgrade filling and opencut tunnel were adopted.
Keywords: Longlin Temple Tunnel super-large cavern processing
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
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
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 4, Pages 522-532 doi: 10.1007/s11709-023-0930-9
Keywords: tunnel face stability cutterhead configuration aperture ratio pressure gradient support ratio
Frontiers of Structural and Civil Engineering Pages 1033-1046 doi: 10.1007/s11709-023-0973-y
Keywords: shield tunnel bearing capacity failure mechanism segment reinforcement
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 1, Pages 37-52 doi: 10.1007/s11709-022-0920-3
Keywords: tunnel–soil interaction discontinuous analysis longitudinal joints existing shield tunnel Timoshenko
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
Keywords: analytical solution shield-driven tunnel multilayered soil face stability
Construction risks of Huaying mount tunnel and countermeasures
Haibo YAO, Feng GAO, Shigang YU, Wei DANG
Frontiers of Structural and Civil Engineering 2017, Volume 11, Issue 3, Pages 279-285 doi: 10.1007/s11709-017-0414-x
Keywords: tunnel?construction gas?outburst geology?prediction automatic?monitoring?system
Technical innovation for Sanyang Road Cross-river Tunnel Project
Yu ZHONG
Frontiers of Engineering Management 2018, Volume 5, Issue 3, Pages 411-415 doi: 10.15302/J-FEM-2018206
Fast detection algorithm for cracks on tunnel linings based on deep semantic segmentation
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5, Pages 732-744 doi: 10.1007/s11709-023-0965-y
Keywords: tunnel engineering crack segmentation fast detection DeepLabv3+ feature fusion attention mechanism
Typical Underwater Tunnels in the Mainland of China and Related Tunneling Technologies
Kairong Hong
Engineering 2017, Volume 3, Issue 6, Pages 871-879 doi: 10.1016/j.eng.2017.12.007
Keywords: Underwater tunnel Strait-crossing tunnel Shield-bored tunnel Immersed tunnel Drill and blast
On subsurface box-shaped lined tunnel under incident SH-wave propagation
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 4, Pages 948-960 doi: 10.1007/s11709-021-0740-x
Keywords: box-lined tunnel half-plane BEM surface response SH-wave time-domain
Amin MANOUCHEHRIAN, Mohammad Fatehi MARJI, Mohsen MOHEBBI
Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 4, Pages 385-392 doi: 10.1007/s11709-012-0173-7
Keywords: indirect boundary element method finite element method displacement tunnel case study
Droplet spectra and high-speed wind tunnel evaluation of air induction nozzles
Qing TANG, Liping CHEN, Ruirui ZHANG, Min XU, Gang XU, Tongchuan YI, Bin ZHANG
Frontiers of Agricultural Science and Engineering 2018, Volume 5, Issue 4, Pages 442-454 doi: 10.15302/J-FASE-2017169
A series of air induction nozzles were tested in a high-speed wind tunnel.
Keywords: air induction nozzle wind tunnel aerial spray droplet size spectra
Deformation control criterion of shield tunnel under lateral relaxation of soft soil
Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5, Pages 780-795 doi: 10.1007/s11709-023-0944-3
Keywords: shield tunnel lateral relaxation of soil deformation control criterion of segment structure model
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0932-7
Keywords: dynamic behaviors submerged floating tunnel cable failure mooring style progressive failure
Title Author Date Type Operation
The processing technology of Longlin Temple Tunnel through a large cavern
Huang Hongjian,Xue Bin
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
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
Construction risks of Huaying mount tunnel and countermeasures
Haibo YAO, Feng GAO, Shigang YU, Wei DANG
Journal Article
Fast detection algorithm for cracks on tunnel linings based on deep semantic segmentation
Journal Article
Typical Underwater Tunnels in the Mainland of China and Related Tunneling Technologies
Kairong Hong
Journal Article
Comparison of indirect boundary element and finite element methods A case study: Shiraz-Esfahan railway tunnel
Amin MANOUCHEHRIAN, Mohammad Fatehi MARJI, Mohsen MOHEBBI
Journal Article
Droplet spectra and high-speed wind tunnel evaluation of air induction nozzles
Qing TANG, Liping CHEN, Ruirui ZHANG, Min XU, Gang XU, Tongchuan YI, Bin ZHANG
Journal Article
Deformation control criterion of shield tunnel under lateral relaxation of soft soil
Journal Article