Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings
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American Society Research Board (ATRB), 2000. Design and Construction of Transportation Facilities, Researching Report.
Bobet, 2001, Analytical solutions for shallow tunnels in saturated ground, J. Eng. Mech., 127, 1258, 10.1061/(ASCE)0733-9399(2001)127:12(1258)
Bogaards, P.J., Bakker, K.J., 1999. Longitudinal bending moments in the tube of a bored tunnel. In: Numerical Models in Geomechanics. Numog VII, Graz, Austria, pp. 317–321.
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
Huang, 2015, Simplified procedure for finite element analysis of the longitudinal performance of shield tunnels considering spatial soil variability in longitudinal direction, Comput. Geotech., 64, 132, 10.1016/j.compgeo.2014.11.010
ITA (Working Group No 2), 2000, Guidelines for the design of shield tunnel lining, Tunn. Undergr. Sp. Technol., 15, 303, 10.1016/S0886-7798(00)00058-4
Koizumi, 1988, Modelling of longitudinal structure of shield tunnel, J. Jpn. Soc. Civ. Eng., 79
Koyama, 2003, Present status and technology of shield tunneling method in Japan, Tunn. Undergr. Sp. Technol., 18, 145, 10.1016/S0886-7798(03)00040-3
Lee, 2001, An analytical solution for a jointed shield-driven tunnel lining, Int. J. Numer. Anal. Meth. Geomech., 25, 365, 10.1002/nag.134
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
Murakanu, H., Koizumi, A., 1978. Study of load-bearing capacity and mechanics of shield segment ring. In: Proceedings of JSCE 272, pp. 103–115 (in Japanese).
Shen, 2013, Interpretation of increased deformation rate in aquifer IV due to groundwater pumping in Shanghai, Can. Geotech. J., 50, 1129, 10.1139/cgj-2013-0042
Shen, 2013, Generalized approach for prediction of jet grout column diameter, J. Geotech. Geoenviron., 139, 2060, 10.1061/(ASCE)GT.1943-5606.0000932
Shen, 2014, Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai, Tunn. Undergr. Sp. Technol., 40, 309, 10.1016/j.tust.2013.10.013
Shiba, 1988, Evaluation of longitudinal structural stiffness of shield tunnel under earthquake loading, J. Jpn. Soc. Civ. Eng., 385
Shiba, 1989, Calculation method on sectional forces of longitudinal structure of shield tunnel under earthquake force based on response deformation method, J. Jpn. Soc. Civ. Eng., 385
Talmon, 2013, Calculation of longitudinal bending moment and shear force for Shanghai Yangtze river tunnel: application of lessons from Dutch research, Tunn. Undergr. Sp. Technol., 35, 161, 10.1016/j.tust.2013.01.001
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, 2012, Observed behavior of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay, J. Geotech. Geoenviron., 138, 69, 10.1061/(ASCE)GT.1943-5606.0000553
Tan, 2013, Characteristics of a large-scale deep foundation pit excavated by central-island technique in Shanghai soft clay. I: bottom-up construction of the central cylindrical shaft, J. Geotech. Geoenviron., 139, 1875, 10.1061/(ASCE)GT.1943-5606.0000928
Tan, 2013, Characteristics of a large-scale deep foundation pit excavated by central-island technique in Shanghai soft clay. II: top-down construction of the peripheral rectangular pit, J. Geotech. Geoenviron., 139, 1894, 10.1061/(ASCE)GT.1943-5606.0000929
Timoshenko, 1921, On the correction for shear of the differential equation for transverse vibration of prismatic bars, Philo. Mag., 41, 744, 10.1080/14786442108636264
Wu, 2013, Leaking behaviour of shield tunnels under the Huangpu River of Shanghai with induced hazards, Nat. Hazards, 70, 1115, 10.1007/s11069-013-0863-z
Wu, H.N., Shen, S.L., Chai, J.C., Zhang, D.M., Xu, Y.S., 2014. Evaluation of the train-load-induced settlement of metro tunnels in Shanghai. Geotechnical Engineering, ICE Proceedings, published online. http://dx.doi.org/10.1007/s11069-014-1212-6.
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
Yin, 2000, Comparative modeling study of reinforced beam on elastic foundation, J. Geotech. Geoenviron., 126, 265, 10.1061/(ASCE)1090-0241(2000)126:3(265)
Yin, 2000, Close-form solution for reinforced Timoshenko beam on elastic foundation, J. Eng. Mech., 126, 868, 10.1061/(ASCE)0733-9399(2000)126:8(868)
Yin, 2009, Microstructural modelling of stress-dependent behaviour of clay, Int. J. Solids Struct., 46, 1373, 10.1016/j.ijsolstr.2008.11.006
Yin, 2010, An anisotropic elastic-viscoplastic model for soft clays, Int. J. Solids Struct., 47, 665, 10.1016/j.ijsolstr.2009.11.004
Yin, 2010, Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand, Int. J. Solids Struct., 47, 1933, 10.1016/j.ijsolstr.2010.03.028