Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai

BSI British Standards, 1990. Methods of Test for Soils for Civil Engineering Purposes (BS 1377). BSI, Milton Keynes.

Committee of Civil Engineering and Management in Shanghai (CCEMS), 2012. Code for Investigation of Geotechnical Engineering (DGJ08-37-2012). CCEMS, Shanghai, China (in Chinese).

Chai, 2002, Traffic-load-induced permanent deformation of road on soft subsoil, J. Geotech. Geoenviron. Eng., ASCE, 128, 907, 10.1061/(ASCE)1090-0241(2002)128:11(907)

Chai, 2004, Land subsidence due to groundwater drawdown in Shanghai, Géotechnique, 54, 143, 10.1680/geot.2004.54.2.143

Chen, J.J., 2005. Deformation Characteristics of Pile Foundation in Shanghai Soft Deposit. Ph.D. Thesis, Shanghai Jiaotong University, Shanghai, China (in Chinese).

Chen, 2006, Analysis of the observed longitudinal settlement of a tunnel caused by an adjacent shield tunneling on top, Chin. Civ. Eng. J., 39, 83

Chen, 2013, Field tests, modification and application of deep soil mixing method in soft clay, J. Geotech. Geoenviron. Eng., 139, 24, 10.1061/(ASCE)GT.1943-5606.0000746

Chow, 2006, Double-O-tube shield tunneling technology in the Shanghai Rail Transit Project, Tunn. Undergr. Sp. Technol., 21, 594, 10.1016/j.tust.2005.11.003

Grantz, 2001, Immersed tunnel settlements. Part 1: nature of settlements, Tunn. Undergr. Sp. Technol., 16, 195, 10.1016/S0886-7798(01)00039-6

Horpibulsuk, 2004, Analysis of strength development in deep mixing: a field study, Proc. Inst. Civ. Eng.: Ground Improv., 8, 59

Horpibulsuk, 2011, Strength development in cement admixed Bangkok clay: laboratory and field investigations, Soils Found., 51, 239, 10.3208/sandf.51.239

Horpibulsuk, 2012, Strength development in blended cement admixed saline clay, Appl. Clay Sci., 55, 44, 10.1016/j.clay.2011.10.003

Hu, 2006, Analysis and monitoring on shield tunneling under existing adjacent tunnel, Chin. J. Geotech. Eng., 28, 42

Hu, 2003, Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels, Can. Geotech. J., 40, 933, 10.1139/t03-041

Huang, 2009, 3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment, Geotext. Geomembr., 27, 272, 10.1016/j.geotexmem.2009.01.001

Huang, 2009, Coupled mechanical and hydraulic modeling of geosynthetic-reinforced column-supported embankments, J. Geotech. Geoenviron. Eng., 135, 1011, 10.1061/(ASCE)GT.1943-5606.0000026

Huang, 2011, Numerical analysis of a laterally-loaded shaft constructed within an MSE wall, Geotext. Geomembr., 29, 233, 10.1016/j.geotexmem.2010.11.003

Huang, 2012, Flattening of jointed shield-driven tunnel induced by longitudinal differential settlements, Tunn. Undergr. Sp. Technol., 31, 20, 10.1016/j.tust.2012.04.002

Jia, 2006, Study of controlling measures on the deflection of metro tunnels due to overlying excavation, 158

Jiang, 2012, Analysis of stress redistribution in soil and earth pressure on tunnel lining by discrete element method, Tunn. Undergr. Sp. Technol., 32, 251, 10.1016/j.tust.2012.06.001

Kasper, 2006, A numerical study of the effect of soil and grout material properties and cover depth in shield tunneling, Comput. Geotech., 33, 234, 10.1016/j.compgeo.2006.04.004

Lee, 1975, Strength of clay subjected to cyclic loading, Mar. Geotechnol., 3, 165

Lee, 1999, Ground response to the construction of Shanghai metro tunnel-Line 2, Soils Found., 39, 113, 10.3208/sandf.39.3_113

Liao, 2008, Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction, Tunn. Undergr. Sp. Technol., 23, 421, 10.1016/j.tust.2007.07.001

Liao, 2009, Shield tunneling and environment protection in Shanghai soft ground, Tunn. Undergr. Sp. Technol., 24, 454, 10.1016/j.tust.2008.12.005

Liu, Y., 2012. Development of Partial Seepage of Shield Tunnel and Its Long-term Effects on Tunnel. Ph.D. Thesis, Tongji University, Shanghai, China (in Chinese).

Ma, 2013, Evaluation of the hydraulic conductivity of aquifer with piles, Hydrogeol. J., 10.1007/s10040-013-1068-y

Mair, 2008, Tunnelling and geotechnics: new horizons, Géotechnique, 58, 695, 10.1680/geot.2008.58.9.695

Mair, R.J., Taylor, R.N., 1997. Bored tunneling in the urban environment. State-of-the-art report and theme lecture. In: Proceedings of the Fourteenth International Conference on Soil Mechanics and Foundation Engineering, vol. 4, Hamburg, Balkema, pp. 2353–2380.

Murakanu, 1978, Study of load-bearing capacity and mechanics of shield segment ring, Proc. Jpn. Soc. Civ. Eng., 272, 103, 10.2208/jscej1969.1978.272_103

Ministry of Water Resources of the People’s Republic of China (MWRC), 1999. Specification of Soil Test (SL237-1999). China Water Power Press, Beijing, China (in Chinese).

National Bureau of Statistics of China (NBSC), 2011. Bulletin on the Major Data of the Sixth Nationwide Census in 2010. NBSC, Beijing, China (in Chinese).

O’Reilly, 1991

Shanghai Academy of Environmental Sciences (SAES), 2009. Short-term Construction Plan of Shanghai’s Railway Transport (2010–2020). SAES, Shanghai (in Chinese).

Shen, 2011, Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai, Can. Geotech. J., 48, 1378, 10.1139/t11-049

Shen, 2006, Estimation of land subsidence based on groundwater flow model, Mar. Georesour. Geotech., 24, 149, 10.1080/10641190600704848

Shen, 2009, Analysis of the behavior of DOT tunnel lining caused by rolling correction operation, Tunn. Undergr. Sp. Technol., 24, 84, 10.1016/j.tust.2008.05.003

Shen, 2010, Evaluation of the effect of double-o-tunnel rolling-correction via apply one-side block loading, Can. Geotech. J., 47, 1060, 10.1139/T10-013

Shen, 2013, Interpretation of increased deformation rate in aquifer IV due to groundwater pumping in Shanghai, Can. Geotech. J., 10.1139/cgj-2013-0042

Shen, 2013, Generalized approach for prediction of jet grout column diameter, J. Geotech. Geoenviron. Eng., 140, 10.1061/(ASCE)GT.1943-5606.0000932

Shin, 2002, A numerical study of the effect of groundwater movement on long-term tunnel behavior, Géotechnique, 52, 391, 10.1680/geot.2002.52.6.391

Shin, 2012, Long-term mechanical and hydraulic interaction and leakage evaluation of segmented tunnels, Soils Found., 52, 38, 10.1016/j.sandf.2012.01.011

Shanghai Municipal Engineering Administration (SMEA), 1994. Interim Provisions of Protection Technology for Construction Activities Near the Subway. SMEA, Shanghai (in Chinese).

Shanghai Metro Operation Co., Ltd. Maintenance Branch (SMOCCB), 2007. Shanghai Metro Monitoring Report (2007). SMOCCB, Shanghai (in Chinese).

SSMRC, 2012. Report of Safety Assessment of the Geological Environment for Shanghai Railway Transit and Key Technology of Risk Control. SSMRC, Shanghai, (in Chinese).

Tan, 2011, Measured performance of a 26 m deep top-down excavation in downtown Shanghai, Can. Geotech. J., 48, 704, 10.1139/t10-100

Tan, 2013, Characteristics of a large-scale deep foundation pit excavated by central-island technique in Shanghai soft clay. Part I: bottom-up construction of the central cylindrical shaft, J. Geotech. Geoenviron. Eng., ASCE

Tan, 2013, Characteristics of a large-scale deep foundation pit excavated by central-island technique in Shanghai soft clay. Part II: top-down construction of the peripheral rectangular pit, J. Geotech. Geoenviron. Eng, ASCE

Tan, 2012, Observed behavior of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay, J. Geotech. Geoenviron. Eng., 138, 69, 10.1061/(ASCE)GT.1943-5606.0000553

Tang, 2008, Dynamic response and pore pressure model of the saturated soft clay around the tunnel under vibration loading of Shanghai subway, Eng. Geol., 98, 126, 10.1016/j.enggeo.2008.01.014

Wang, 2009, Analysis on the longitudinal deformation of shield tunnel of Shanghai metro, Undergr. Eng. Tunn., 2009, 1

Wang, 2009, Hydraulic barrier function of the underground continuous concrete wall in the pit of subway station and its optimization, Environ. Geol., 57, 447, 10.1007/s00254-008-1315-z

Wang, 2013, Investigation of field installation effects of horizontal Twin-Jet grouting in Shanghai soft soil deposits, Can. Geotech. J., 50, 288, 10.1139/cgj-2012-0199

Wongsaroj, 2007, Modelling of long-term ground response to tunnelling under St James’s Park, London, Géotechnique, 57, 75, 10.1680/geot.2007.57.1.75

Wu, 2011, Long-term settlement behavior of ground around shield tunnel due to leakage of groundwater in soft deposit of Shanghai, Front. Arch. Civ. Eng. China, 5, 194, 10.1007/s11709-011-0105-y

Wu, 2013, Leaking behaviour of shield tunnels under the Huangpu River of Shanghai with induced hazards, Nat. Hazards, 10.1007/s11069-013-0863-z

Xu, 2009, Geological and hydrogeological environment in Shanghai with geohazards to construction and maintenance of infrastructures, Eng. Geol., 109, 241, 10.1016/j.enggeo.2009.08.009

Xu, 2012, Analysis on urbanization induced land subsidence in Shanghai, Nat. Hazards, 63, 1255, 10.1007/s11069-012-0220-7

Xu, 2012, Evaluation of land subsidence by considering underground structures penetrated into aquifers in Shanghai, Hydrogeol. J., 20, 1623, 10.1007/s10040-012-0892-9

Xu, 2013, Evaluation of allowable withdrawn volume of groundwater based on observed data, Nat. Hazards, 67, 513, 10.1007/s11069-013-0576-3

Xu, 2013, Modelling the cutoff behavior of underground structure in multi-aquifer–aquitard ground water system, Nat. Hazards, 66, 731, 10.1007/s11069-012-0512-y

Yin, 2009, Non-uniqueness of critical state line in compression and extension conditions, Int. J. Numer. Anal. Met., 33, 1315, 10.1002/nag.770

Yin, 2010, Physical modeling of a footing on soft soil ground with deep cement mixed soil columns under vertical loading, Mar. Georesour. Geotech., 28, 173, 10.1080/10641191003780872

Yin, 2010, Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays, Soils Found., 50, 203, 10.3208/sandf.50.203

Yin, 2011, Multiscale modeling of a sensitive marine clay, Int. J. Numer. Anal. Met., 35, 1682, 10.1002/nag.977

Zheng, 2005, Study on influence of seepage of metro tunnels in soft soil on the settlements of tunnels and ground, Chin. J. Geotech. Eng., 27, 243