Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels

[1]  M. Biot General Theory of Three‐Dimensional Consolidation , 1941 .

[2]  M Rat ECOULEMENT ET REPARTITION DES PRESSIONS INTERSTITIELLES AUTOUR DES TUNNELS. , 1973 .

[3]  J. H. L. Palmer,et al.  Deformations and pore pressures in the vicinity of a precast, segmented, concrete-lined tunnel in clay , 1980 .

[4]  John P. Carter,et al.  Elastic consolidation around a deep circular tunnel , 1981 .

[6]  ELASTIC CONSOLIDATION AROUND A LINED CIRCULAR TUNNEL , 1984 .

[7]  X. Li,et al.  Stress and displacement fields around a deep circular tunnel with partial sealing , 1999 .

[8]  Shizhong Lei,et al.  An Analytical Solution for Steady Flow into a Ttonnel , 1999 .

[9]  Antonio Bobet,et al.  Analytical Solutions for Shallow Tunnels in Saturated Ground , 2001 .

[10]  David M. Potts,et al.  A numerical study of the effect of groundwater movement on long-term tunnel behaviour , 2002 .

[11]  Mohamed El Tani,et al.  Circular tunnel in a semi-infinite aquifer , 2003 .

[12]  Kenichi Soga,et al.  Modelling of long-term ground response to tunnelling under St James's Park, London , 2007 .

[13]  D. Kolymbas,et al.  Groundwater ingress to tunnels - The exact analytical solution , 2007 .

[14]  Robert J. Mair,et al.  Tunnelling and geotechnics: new horizons , 2008 .

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

[16]  Kyung-Ho Park,et al.  Analytical solution for steady-state groundwater inflow into a drained circular tunnel in a semi-infinite aquifer: A revisit , 2008 .

[17]  Shaoming Liao,et al.  Shield tunneling and environment protection in Shanghai soft ground , 2009 .

[18]  Suksun Horpibulsuk,et al.  Analysis of the behavior of DOT tunnel lining caused by rolling correction operation , 2009 .

[19]  Shui-Long ShenS.-L. Shen,et al.  Evaluation of the effect of rolling correction of double-o-tunnel shields via one-side loading , 2010 .

[20]  Mengshu Wang,et al.  Analytical solutions for steady seepage into an underwater circular tunnel , 2010 .

[21]  S. Shen,et al.  Long-term settlement behavior of ground around shield tunnel due to leakage of water in soft deposit of Shanghai , 2011 .

[22]  Jong-Ho Shin,et al.  Long-term mechanical and hydraulic interaction and leakage evaluation of segmented tunnels , 2012 .

[23]  Kenichi Soga,et al.  Tunnelling-induced consolidation settlements in London Clay , 2013 .

[24]  S. Shen,et al.  Leaking behavior of shield tunnels under the Huangpu River of Shanghai with induced hazards , 2013, Natural Hazards.

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

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

[27]  C. H. Juang,et al.  Ground and tunnel responses induced by partial leakage in saturated clay with anisotropic permeability , 2015 .

[28]  S. Shen,et al.  Identification of tunnel settlement caused by land subsidence in soft deposit of Shanghai , 2017 .

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

[30]  S. Shen,et al.  Material properties of the seal gasket for shield tunnels: A review , 2018, Construction and Building Materials.

[31]  S. Shen,et al.  Analytical approach for time‐dependent groundwater inflow into shield tunnel face in confined aquifer , 2018 .

[32]  S. Shen,et al.  Evaluation of foam conditioning effect on groundwater inflow at tunnel cutting face , 2018, International Journal for Numerical and Analytical Methods in Geomechanics.

[33]  Arul Arulrajah,et al.  Evaluation of ground loss ratio with moving trajectories induced in double-O-tube (DOT) tunnelling , 2018, Canadian Geotechnical Journal.

[34]  H. Lyu,et al.  Inundation analysis of metro systems with the storm water management model incorporated into a geographical information system: a case study in Shanghai , 2019, Hydrology and Earth System Sciences.

[35]  Jun Yang,et al.  Risk assessment of mega-city infrastructures related to land subsidence using improved trapezoidal FAHP. , 2019, The Science of the total environment.

[36]  S. Shen,et al.  A three-dimensional fluid-solid coupled numerical modeling of the barrier leakage below the excavation surface due to dewatering , 2020, Hydrogeology Journal.

[37]  Shui-Long Shen,et al.  Prediction Model of Shield Performance During Tunneling via Incorporating Improved Particle Swarm Optimization Into ANFIS , 2020, IEEE Access.

[38]  H. Lyu,et al.  Analyses of leakage effect of waterproof curtain during excavation dewatering , 2020 .

[39]  S. Shen,et al.  Experimental Evaluation of Aging Characteristics of EPDM as a Sealant for Undersea Shield Tunnels , 2020 .