Analytical solution for longitudinal deformation of shield tunnel induced by overcrossing tunnelling considering circumferential joints

[1]  Z.X. Yang,et al.  Analytical analysis of the longitudinal response of shield tunnel lining considering ring-to-ring interaction , 2022, Computers and Geotechnics.

[2]  Qian Fang,et al.  Deformation analysis of existing tunnels with shearing and bending stiffness reduction at movement joints , 2022, Tunnelling and Underground Space Technology.

[3]  Xiaochuan Xie,et al.  Auto machine learning-based modelling and prediction of excavation-induced tunnel displacement , 2022, Journal of Rock Mechanics and Geotechnical Engineering.

[4]  Zhibo Chen,et al.  A variational approach to the analysis of excavation-induced vertical deformation in a segmental tunnel , 2022, Tunnelling and Underground Space Technology.

[5]  J. Zuo,et al.  Longitudinal structural deformation mechanism of shield tunnel linings considering shearing dislocation of circumferential joints , 2021 .

[6]  J. W. Ju,et al.  Laboratory Test of EPB Shield Tunneling in Mixed-Face Conditions , 2021 .

[7]  Zhiwei Yu,et al.  Effects of Undercrossing Tunneling on Existing Shield Tunnels , 2021 .

[8]  Hong-wei Huang,et al.  Effect of ground surface surcharge on deformational performance of tunnel in spatially variable soil , 2021 .

[9]  J. Nelson,et al.  An overview of recent developments in China’s metro systems , 2021 .

[10]  Rong-zhu Liang,et al.  Responses of in-service shield tunnel to overcrossing tunnelling in soft ground , 2021, Environmental Earth Sciences.

[11]  J. C. Wang,et al.  Analytical solution for a jointed shield tunnel lining reinforced by secondary linings , 2020 .

[12]  Zhiwei Yu,et al.  Analytical solution for the response of an existing tunnel induced by above-crossing shield tunneling , 2020 .

[13]  J. C. Wang,et al.  Analytical Solution for Segmental-Tunnel Lining Incorporating Interaction between Adjacent Rings , 2020, Journal of Engineering Mechanics.

[14]  Huai-na Wu,et al.  A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation , 2020 .

[15]  Zhongxuan Yang,et al.  Analytical approach for circular‐jointed shield tunnel lining based on the state space method , 2020, International Journal for Numerical and Analytical Methods in Geomechanics.

[16]  Rong-zhu Liang.  Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model , 2019 .

[17]  J. Camino,et al.  Computing the complex wave and dynamic behavior of one-dimensional phononic systems using a state-space formulation , 2019, International Journal of Mechanical Sciences.

[18]  Minghao Lu,et al.  Time-domain analyses for pile deformation induced by adjacent excavation considering influences of viscoelastic mechanism , 2019, Tunnelling and Underground Space Technology.

[19]  Jun Yang,et al.  Soil-tunnel interaction modelling for shield tunnels considering shearing dislocation in longitudinal joints , 2018, Tunnelling and Underground Space Technology.

[20]  Ru-lu Wang,et al.  Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay , 2018, Acta Geotechnica.

[21]  Feng Yu,et al.  Simplified method for evaluating shield tunnel deformation due to adjacent excavation , 2018 .

[22]  D. Potts,et al.  Numerical investigation of the effects of tunnelling on existing tunnels , 2017 .

[23]  Maosong Huang,et al.  Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect , 2017 .

[24]  Andrea Franza,et al.  A simplified elastic analysis of tunnel-piled structure interaction , 2017 .

[25]  Charles Wang Wai Ng,et al.  Three-Dimensional Centrifuge Modeling of Ground and Pipeline Response to Tunnel Excavation , 2016 .

[26]  Bo Liu,et al.  Construction of a large-section long pedestrian underpass using pipe jacking in muddy silty clay: A case study , 2016 .

[27]  Feng Yu,et al.  Effects of above-crossing tunnelling on the existing shield tunnels , 2016 .

[28]  Peng Li,et al.  Timoshenko beam solution for the response of existing tunnels because of tunneling underneath , 2016 .

[29]  Huai-Na Wu,et al.  Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings , 2015 .

[30]  Peng Li,et al.  Centrifuge investigation into the effect of new shield tunnelling on an existing underlying large-diameter tunnel , 2014 .

[31]  S. Shen,et al.  Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai , 2014 .

[32]  Jin-Jian Chen,et al.  Prediction of tunnel displacement induced by adjacent excavation in soft soil , 2013 .

[33]  Yu Long,et al.  Centrifuge modelling of effects of shield tunnels on existing tunnels in soft clay , 2012 .

[34]  Hanlong Liu,et al.  Numerical investigation of underlying tunnel heave during a new tunnel construction , 2011 .

[35]  Pj Bennett,et al.  Behaviour of an old masonry tunnel due to tunnelling-induced ground settlement , 2010 .

[36]  Seok-Won Lee,et al.  Influence of existing tunnel on mechanical behavior of new tunnel , 2010 .

[37]  Cnlumhut Kutitrrattn,et al.  FORCE AT A POINT IN THE INTERIOR OF A SEMI-INFINITE SOLID , 2009 .

[38]  S. Shen,et al.  Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction , 2008 .

[39]  Weiqiu Chen,et al.  State-space approach for statics and dynamics of angle-ply laminated cylindrical panels in cylindrical bending , 2005 .

[40]  S. W. Duann,et al.  Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation , 2001 .

[41]  Zheng Quan-shui,et al.  Two simple proofs of Cayley-Hamilton theorem and two representation theorems , 1984 .

[42]  Leon Y. Bahar,et al.  A state space approach to elasticity , 1975 .

[43]  A. B. Vesic,et al.  Bending of Beams Resting on Isotropic Elastic Solid , 1961 .

[44]  S. Timoshenko,et al.  LXVI. On the correction for shear of the differential equation for transverse vibrations of prismatic bars , 1921 .