DOI QR코드

DOI QR Code

Deformation analyses during subway shield excavation considering stiffness influences of underground structures

  • Zhang, Zhi-guo (School of Environment and Architecture, University of Shanghai for Science and Technology) ;
  • Zhao, Qi-hua (State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology) ;
  • Zhang, Meng-xi (Department of Civil Engineering, Shanghai University)
  • 투고 : 2015.08.25
  • 심사 : 2016.04.01
  • 발행 : 2016.07.25

초록

Previous studies for soil movements induced by tunneling have primarily focused on the free soil displacements. However, the stiffness of existing structures is expected to alter tunneling-induced ground movements, the sheltering influences for underground structures should be included. Furthermore, minimal attention has been given to the settings for the shield machine's operation parameters during the process of tunnels crossing above and below existing tunnels. Based on the Shanghai railway project, the soil movements induced by an earth pressure balance (EPB) shield considering the sheltering effects of existing tunnels are presented by the simplified theoretical method, the three-dimensional finite element (3D FE) simulation method, and the in-situ monitoring method. The deformation prediction of existing tunnels during complex traversing process is also presented. In addition, the deformation controlling safety measurements are carried out simultaneously to obtain the settings for the shield propulsion parameters, including earth pressure for cutting open, synchronized grouting, propulsion speed, and cutter head torque. It appears that the sheltering effects of underground structures have a great influence on ground movements caused by tunneling. The error obtained by the previous simplified methods based on the free soil displacements cannot be dismissed when encountering many existing structures.

키워드

과제정보

연구 과제 주관 기관 : Natural Science Foundation of China

참고문헌

  1. Addenbrooke, T.I. and Potts, D.M. (2001), "Twin tunnel interaction: surface and subsurface effects", Int. J. Geomech., 1(2), 249-271. https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(249)
  2. Bobet, A. (2001), "Analytical solutions for shallow tunnels in saturated ground", J. Eng. Mech., 127(12), 1258-1266. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:12(1258)
  3. Bobet, A. (2010), "Drained and undrained response of deep tunnels subjected to far-field shear loading", Tunn. Undergr. Space Technol., 25(1), 21-31. https://doi.org/10.1016/j.tust.2009.08.001
  4. Byun, G.W., Kim, D.G. and Lee, S.D. (2006), "Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel", Tunn. Undergr. Space Technol., 21(3-4), 361-367. https://doi.org/10.1016/j.tust.2005.12.178
  5. Chehade, F.H. and Shahrour, I. (2008), "Numerical analysis of the interaction between twin-tunnels: influence of the relative position and construction procedure", Tunn. Undergr. Space Technol., 23(2), 210-214. https://doi.org/10.1016/j.tust.2007.03.004
  6. Chou, W.I. and Bobet, A. (2002), "Prediction of ground deformations in shallow tunnels in clay", Tunn. Undergr. Space Technol., 17(l), 3-19. https://doi.org/10.1016/S0886-7798(01)00068-2
  7. Dang, H.K. and Meguid, M.A. (2008), "Application of a multilaminate model to simulate the undrained response of structured clay to shield tunneling", Can. Geotech. J., 45(1), 14-28. https://doi.org/10.1139/T07-066
  8. Do, N., Dias, D., Oreste, P. and Djeran-Maigre, I. (2014), "Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern", Acta Geotech., 9(4), 673-694. https://doi.org/10.1007/s11440-013-0279-7
  9. Gui, M.W. and Chen, S.L. (2013), "Estimation of transverse ground surface settlement induced by DOT shield tunneling", Tunn. Undergr. Space Technol., 33(1), 119-130. https://doi.org/10.1016/j.tust.2012.08.003
  10. Kim, S.H., Burd, H.J. and Milligan, G.W.E. (1998), "Model testing of closely spaced tunnels in clay", Geotechnique, 48(3), 375-388. https://doi.org/10.1680/geot.1998.48.3.375
  11. Klar, A., Vorster, T.E.B., Soga, K. and Mair, R.J. (2005), "Soil-pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions", Geotechnique, 55(6), 461-466. https://doi.org/10.1680/geot.2005.55.6.461
  12. Klar, A., Vorster, T.E.B., Soga, K. and Mair, R.J. (2007), "Elastoplastic solution for soil-pipe-tunnel interaction", J. Geotech. Geoenviron. Eng., 133(7), 782-792. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:7(782)
  13. Klar, A., Marshall, A.M., Soga, K. and Mair, R.J. (2008), "Tunneling effects on jointed pipelines", Can. Geotech. J., 45(1), 131-139. https://doi.org/10.1139/T07-068
  14. Lee, K.M., Rowe, R.K. and Lo, K.Y. (1992), "Subsidence owing to tunneling I: Estimating the gap parameter", Can. Geotech. J., 29(6), 929-940. https://doi.org/10.1139/t92-104
  15. Lee, C.J., Wu, B.R., Chen, H.T. and Chiang, K.K. (2006), "Tunnel stability and arching effects during tunneling in soft clayey soil", Tunn. Undergr. Space Technol., 21(2), 119-132. https://doi.org/10.1016/j.tust.2005.06.003
  16. Li, P., Du, S.J., Ma, X.F., Yin, Z.Y. and Shen, S.L. (2014), "Centrifuge investigation into the effect of new shield tunnelling on an existing underlying large-diameter tunnel", Tunn. Undergr. Space Technol., 42(5), 59-66. https://doi.org/10.1016/j.tust.2014.02.004
  17. Liu, B.C. (1993), Ground Surface Movements Due to Underground Excavation in the PR China, Pergamon Press, Oxford, UK.
  18. Liu, H.Y., Small, J.C., Carter, J.P. and Williams, D.J. (2009), "Effects of tunnelling on existing support systems of perpendicularly crossing tunnels", Comput. Geotech., 36(5), 880-894. https://doi.org/10.1016/j.compgeo.2009.01.013
  19. Loganathan, N. and Poulos, H.G. (1998), "Analytical prediction for tunneling-induced ground movements in clays", J. Geotech. Geoenviron. Eng., 124(9), 846-856. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(846)
  20. Marshall, A.M., Klar, A. and Mair, R.J. (2010), "Tunneling beneath buried pipes: view of soil strain and its effect on pipeline behavior", J. Geotech. Geoenviron. Eng., 136(12), 1664-1672. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000390
  21. Masin, D. (2009), "3D modeling of an NATM tunnel in high $K_0$ clay using two different constitutive models", J. Geotech. Geoenviron. Eng., 135(9), 1326-1335. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000017
  22. Ng, C.W.W., Lee, K.M. and Tang, D.K.W. (2004), "Three-dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions", Can. Geotech. J., 41(3), 523-539. https://doi.org/10.1139/t04-008
  23. Ng, C.W.W., Boonyarak, T. and Masin, D. (2013), "Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels", Can. Geotech. J., 50(9), 935-946. https://doi.org/10.1139/cgj-2012-0445
  24. Park, K.H. (2004), "Elastic solution for tunneling-induced ground movements in clays", Int. J. Geomech., 4(4), 310-318. https://doi.org/10.1061/(ASCE)1532-3641(2004)4:4(310)
  25. Park, K.H. (2005), "Analytical solution for tunneling-induced ground movement in clays", Tunn. Undergr. Space Technol., 20(3), 249-261. https://doi.org/10.1016/j.tust.2004.08.009
  26. Peck, R.B. (1969), "Deep excavation and tunneling in soft ground", Proceedings of 7th International Symposium on Soil Mechanics Foundation Engineering, Mexico City, Mexico, June.
  27. Thomas, K. and Gunther, M. (2006), "A numerical study of the effect of soil and grout material properties and cover depth in shield tunneling", Comput. Geotech., 33(4-5), 234-247. https://doi.org/10.1016/j.compgeo.2006.04.004
  28. Verruijt, A. and Booker, J.R. (1996), "Surface settlements due to deformation of a tunnel in an elastic half plane", Geotechnique, 46(4), 753-756. https://doi.org/10.1680/geot.1996.46.4.753
  29. Vesic, A.B. (1961), "Bending of beams resting on isotropic elastic solids", J. Eng. Mech., 87(2), 35-53.
  30. Vorster, T.E.B., Mair, R.J., Soga, K. and Klar, A. (2005a), "Centrifuge modelling of the effects of tunnelling on buried pipelines: mechanisms observed", Proceedings of the 5th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Amsterdam, The Netherlands, June.
  31. Vorster, T.E.B., Klar, A., Soga, K. and Mair, R.J. (2005b), "Estimating the effects of tunneling on existing pipelines", J. Geotech. Geoenviron. Eng., 131(11), 1399-1410. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:11(1399)
  32. Wang, Y., Shi, J.W. and Ng, C.W.W. (2011), "Numerical modeling of tunneling effect on buried pipelines", Can. Geotech. J., 48(7), 1125-1137. https://doi.org/10.1139/t11-024
  33. Yang, X.L. and Wang, J.M. (2011), "Ground movement prediction for tunnels using simplified procedure", Tunn. Undergr. Space Technol., 26(3), 462-471. https://doi.org/10.1016/j.tust.2011.01.002
  34. Yang, J.S., Liu, B.C. and Wang, M.C. (2004), "Modeling of tunneling-induced ground surface movements using stochastic medium theory", Tunn. Undergr. Space Technol., 19(2), 113-123. https://doi.org/10.1016/j.tust.2003.07.002
  35. Zhang, Z.G., Huang, M.S. and Zhang, M.X. (2011), "Theoretical prediction of ground movements induced by tunnelling in multi-layered soils", Tunn. Undergr. Space Technol., 26(2), 345-355. https://doi.org/10.1016/j.tust.2010.11.005
  36. Zhang, Z.G., Zhang, M.X., Wang, W.D. and Xi, X.G. (2014), "Tunneling-induced ground movements in clays considering oval-shaped convergence deformation pattern", Proceedings of Geo-Shanghai 2014-Tunneling and Underground Construction, Shanghai, China, May.

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  1. Complex Variable Solutions for Soil and Liner Deformation due to Tunneling in Clays vol.18, pp.7, 2018, https://doi.org/10.1061/(ASCE)GM.1943-5622.0001197
  2. Investigation of ratio of TBM disc spacing to penetration depth in rocks with different tensile strengths using PFC2D vol.20, pp.4, 2016, https://doi.org/10.12989/cac.2017.20.4.429
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