Model experiment and support optimization analysis of primary support arch cover excavation of large-section metro station in sandy mudstone stratum

[1]  Xiangjie Yin,et al.  Development and Application of Analogous Materials for Fluid-Solid Coupling Physical Model Test , 2022, Advances in Materials Science and Engineering.

[2]  Mingju Zhang,et al.  Investigation of progressive settlement of sandy cobble strata for shield tunnels with different burial depths , 2022, Engineering Failure Analysis.

[3]  Mingju Zhang,et al.  Influence of relative density on deformation and failure characteristics induced by tunnel face instability in sandy cobble strata , 2022, Engineering Failure Analysis.

[4]  Yanhui Guo,et al.  Development of Similar Materials for Liquid-Solid Coupling and Its Application in Water Outburst and Mud Outburst Model Test of Deep Tunnel , 2022, Geofluids.

[5]  Chang-Bin Huang,et al.  Influence analysis on the excavation of the large-slope shield tunnel in the Guangzhou-Shenzhen-Hong Kong Express Rail Link , 2022, Arabian Journal of Geosciences.

[6]  Chang-Bin Huang,et al.  The Influence of Non-synchronous Excavation of Twin Curved Shield Tunnels , 2022, KSCE Journal of Civil Engineering.

[7]  A. Jiang,et al.  Study on Applicability of Double Layer Superimposed Primary Support Arch Cover Method for Large-Span Station in Upper Soft and Lower Hard Stratum , 2021, KSCE Journal of Civil Engineering.

[8]  U. Han,et al.  Construction of twin tunnel in weak and blocky rock mass by using arch supporting method , 2021, IOP Conference Series: Earth and Environmental Science.

[9]  Shao-hua Li,et al.  Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling , 2021, Journal of Zhejiang University-SCIENCE A.

[10]  Kexian Li,et al.  Experimental Analysis of Deformation Mechanics and Stability of a Shallow-Buried Large-Span Hard Rock Metro Station , 2020 .

[11]  Wengang Zhang,et al.  Review of transparent soil model testing technique for underground construction: Ground visualization and result digitalization , 2020 .

[12]  Luo-bin Lin,et al.  Modified complex variable method for displacement induced by surcharge loads and shallow tunnel excavation , 2020, Journal of Engineering Mathematics.

[13]  Qian Fang,et al.  Challenges and countermeasures for using pile-beam-arch approach to enlarge large-diameter shield tunnel to subway station , 2020 .

[14]  Shao-hua Li,et al.  Numerical analysis of ground displacement and segmental stress and influence of yaw excavation loadings for a curved shield tunnel , 2020 .

[15]  Shao-hua Li,et al.  Influence of Approaching Excavation on Adjacent Segments for Twin Tunnels , 2019, Applied Sciences.

[16]  D. Dias,et al.  Safety factor calculations of a tunnel face reinforced with umbrella pipes: A comparison analysis , 2019, Engineering Structures.

[17]  Zhenjun Wang,et al.  Research on design method of composite arch-cover excavation for super shallow-buried long-span metro station , 2019, IOP Conference Series: Earth and Environmental Science.

[18]  Tai-Tien Wang,et al.  Sediment Sluice Tunnel of Zengwen Reservoir and construction of section with huge underground excavation adjacent to neighboring slope , 2019, Engineering Geology.

[19]  L. Wong,et al.  Multi-approach stability analyses of large caverns excavated in low-angled bedded sedimentary rock masses in Singapore , 2019, Engineering Geology.

[20]  Qian Fang,et al.  Research on Surface Settlement of Subway Station Construction Using Pile-Beam-Arch Approach , 2019, IOP Conference Series: Earth and Environmental Science.

[21]  M. Sadaghiani An innovative method of large space underground construction in soft and shallow ground using concrete arch pre-supporting system , 2019, Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art.

[22]  Qixin Huo,et al.  Study on adaptability of primary support arch cover method for large-span embedded tunnels in the upper-soft lower-hard stratum , 2019, Advances in Mechanical Engineering.

[23]  Rentai Liu,et al.  Stress analysis of primary support arch cover excavation in metro station based on 3D geomechanical model experiment , 2018, Arabian Journal of Geosciences.

[24]  J. Latham,et al.  Role of natural fractures in damage evolution around tunnel excavation in fractured rocks , 2017 .

[25]  Yanliang Shang,et al.  Case Study on Deformation Control of Upper-Soft and Lower-Hard Large Span Tunnel Station using Combined Control Technology and Monitoring Demonstration , 2017 .

[26]  Hehua Zhu,et al.  Geostatistical method for inferring RMR ahead of tunnel face excavation using dynamically exposed geological information , 2017 .

[27]  Carlos M Carranza-Torres,et al.  Analytical and numerical study of the stability of shallow underground circular openings in cohesive ground , 2017 .

[28]  Zhengqing Zhang,et al.  Numerical analysis of volume loss caused by tunnel face instability in soft soils , 2017, Environmental Earth Sciences.

[29]  Xiuli Wang,et al.  Use of tree rings as indicator for groundwater level drawdown caused by tunnel excavation in Zhongliang Mountains, Chongqing, Southwest China , 2017, Environmental Earth Sciences.

[30]  Daniel Dias,et al.  A comparison of 2D and 3D numerical simulations of tunnelling in soft soils , 2017, Environmental Earth Sciences.

[31]  L. Thum,et al.  2D and 3D GIS-based geological and geomechanical survey during tunnel excavation , 2015 .

[32]  Charles Wang Wai Ng,et al.  Ability of three different soil constitutive models to predict a tunnel’s response to basement excavation , 2015 .

[33]  Zhao Qi Ji,et al.  Study of Model Tests on Large-Span Tunnel’s Damage Caused by Overload with Arch Cover Method , 2014 .

[34]  Louis Ngai Yuen Wong,et al.  Shallow tunnelling method (STM) for subway station construction in soft ground , 2012 .

[35]  Ying Cui,et al.  MODEL TEST AND NUMERICAL ANALYSIS METHODS IN TUNNEL EXCAVATION PROBLEM , 2010 .

[36]  A. S. Osman,et al.  2D and 3D upper bound solutions for tunnel excavation using ‘elastic’ flow fields , 2007 .

[37]  S. Konishi,et al.  Effect of Draw down on Tunnel Stability during Excavation , 2002 .

[38]  E. Davis,et al.  The stability of shallow tunnels and underground openings in cohesive material , 1980 .

[39]  Shao-hua Li,et al.  Analysis of additional stress for a curved shield tunnel , 2021 .

[40]  Xibing Li,et al.  Modeling hard rock failure induced by structural planes around deep circular tunnels , 2019, Engineering Fracture Mechanics.

[41]  A. Ghazvinian,et al.  A Global Review of Metro Station Construction Projects , 2011 .