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