DOI QR코드

DOI QR Code

Numerical investigation of segmental tunnel linings-comparison between the hyperstatic reaction method and a 3D numerical model

  • Do, Ngoc Anh (Department of Underground and Mining Construction, Hanoi University of Mining and Geology, Faculty of Civil Engineering) ;
  • Dias, Daniel (School of Automotive and Transportation Engineering, Hefei University of Technology) ;
  • Oreste, Pierpaolo (Department of LEGE, Politecnico of Torino)
  • 투고 : 2014.09.21
  • 심사 : 2017.07.19
  • 발행 : 2018.02.28

초록

This paper has the aim of estimating the applicability of a numerical approach to the Hyperstatic Reaction Method (HRM) for the analysis of segmental tunnel linings. For this purpose, a simplified three-dimensional (3D) numerical model, using the $FLAC^{3D}$ finite difference software, has been developed, which allows analysing in a rigorous way the effect of the lining segmentation on the overall behaviour of the lining. Comparisons between the results obtained with the HRM and those determined by means of the simplified 3D numerical model show that the proposed HRM method can be used to investigate the behaviour of a segmental tunnel lining.

키워드

과제정보

연구 과제 주관 기관 : Vietnam National Foundation for Science and Technology Development (NAFOSTED)

참고문헌

  1. Arnau, O. and Molins, C. (2012), "Three-dimensional structural response of segmental tunnel linings", Eng. Struct., 44, 210-221. https://doi.org/10.1016/j.engstruct.2012.06.001
  2. Blom, C.B. (2002), "Design philosophy of concrete linings for tunnel in soft soils", Ph.D. Dissertation, Delft University, Delft, the Netherlands.
  3. Burns, S.A., Arora, J.S., Balling R., Cheng, F.Y., Estes, A.C., Foley, C.M., Frangopol, D.M., Grierson D.E., Khajehpour S., Ohsaki, M., Pezeshk, S., Camp, C.V., Steven, G.P., Querin, O.M., Swan, C.C., Xie, Y.M., Yang, X.Y., Liang, Q.Q. and Xu, L. (2002), Recent Advances in Optimal Structural Design, ASCE Publications, Reston, Virginia, U.S.A.
  4. Chen, W.F. (2000), Practical Analysis for Semi-Rigid Frame Design, World Scientific Publishing Company.
  5. Croce, A. (2011), "Analisi dati di monitoraggio del rivestimento della galleria del passante ferroviario di Bologna", Degree Dissertation, Polytechnics of Turin, Turin, Italy.
  6. Csebfalvi, A. (2007), "Optimal design of frame structures with semi-rigid joints", Civil Eng., 51(1), 9-15.
  7. Do, N.A., Dias, D., Oreste, P.P. and Djeran-Maigre, I. (2013a), "Three-Dimensional numerical simulation for mechanized tunnelling in soft ground-The influence of the joints", Acta Geotech., 9(4), 673-694. https://doi.org/10.1007/s11440-013-0279-7
  8. Do, N.A., Dias, D., Oreste, P.P. and Djeran-Maigre, I. (2013b), "2D numerical investigation of segmental tunnel lining behavior", Tunnel. Undergr. Sp. Technol., 37, 115-127. https://doi.org/10.1016/j.tust.2013.03.008
  9. Do, N.A., Dias, D., Oreste, P.P. and Djeran-Maigre, I. (2013c), "2D tunnel numerical investigation: The influence of the simplified excavation method on tunnel behaviour", Geotech. Geol. Eng., 32(1), 43-58. https://doi.org/10.1007/s10706-013-9690-y
  10. Do, N.A., Dias, D., Oreste, P.P. and Djeran-Maigre, I. (2014a), "A new numerical approach to the hyperstatic reaction method for segmental tunnel linings", J. Numer. Anal. Meth. Geomech., 38(15), 1617-1632. https://doi.org/10.1002/nag.2277
  11. Do, N.A., Dias, D., Oreste, P.P. and Djeran-Maigre, I. (2014b), "The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method", Eur. J. Environ. Civ. Eng., 18(4), 489-510.
  12. Do, N.A., Dias, D., Oreste, P.P. and Djeran-Maigre, I. (2014d), "Three-dimensional numerical simulation for a twin mechanized tunnelling in soft ground", Tunnel. Undergr. Sp. Technol., 42, 40-51. https://doi.org/10.1016/j.tust.2014.02.001
  13. Do, N.A., Oreste, P.P., Dias, D., Croce A., Djeran-Maigre I. and Locatelli, L. (2014c), "Stress and strain in the segmental linings during mechanized tunnelling", Geomech. Eng., 7(1), 75-85. https://doi.org/10.12989/gae.2014.7.1.075
  14. Filho, M.S., Guimarães, M.J.R., Sahlit, C.L. and Brito, J.L.V. (2004), "Wind pressures in frame structures with semi-rigid connections", J. Brazil. Soc. Mech. Sci. Eng., 26(2), 174-179. https://doi.org/10.1590/S1678-58782004000200010
  15. Groenewegm T.W. (2007), "Shield driven tunnels in ultra-high strength concrete, reduction of the lining thickness", M.Sc. Dissertation, Delft University of Technology, Delft, the Netherlands.
  16. Hasan, S., Elliot, K.S. and Ferreira, M.A. (2011), "Experimental in investigation on the moment continuity of precast concrete beam-column connections under gravity loads", Proceedings of the Symposium Prague 2011, Prague, Czech Republic, June.
  17. Itasca Consulting Group, Inc (2009), FLAC Fast Lagrangian Analysis of Continua, User's Manual, .
  18. Jenck, O. and Dias, D. (2004), "Analyse tridimensionnelle en différences finies de l'interaction entre une structure en béton et le creusement d'un tunnel a faible profondeur: 3D-finite difference analysis of the interaction between concrete building and shallow tunnelling", Geotech., 54(8), 519-528. https://doi.org/10.1680/geot.2004.54.8.519
  19. Kartal, M.E., Basaga, H.B., Bayraktar, A. and Muvafik, M. (2010), "Effects of semi-rigid connection on structural responses", Elec. J. Struct. Eng., 10(10), 22-35.
  20. Kaveh, A. and Moez, H. (2008), "Minimal cycle bases for analysis of frames with semi-rigid joints", Comput. Structuct., 86(6), 503-510. https://doi.org/10.1016/j.compstruc.2007.05.024
  21. Klappers, C., Grübl, F. and Ostermeier, B. (2006), "Structural analyses of segmental lining-coupled beam and spring analyses versus 3D-FEM calculations with shell elements", Tunnel. Undergr. Sp. Technol., 21(3), 254-255. https://doi.org/10.1016/j.tust.2005.12.116
  22. Lee, K.M., Hou, X.Y., Ge, X.W. and Tang, Y. (2002), "An analytical solution for a jointed shield driven tunnel lining", J. Numer. Anal. Meth. Geomech., 25(4), 365-390.
  23. Monforton, G.R. and Wu, T.S. (1963), "Matrix analysis of semirigidly connected frames", J. Struct. Eng., 89(6), 13-42.
  24. Naggar, H.E. and Hinchberger, S.D. (2008), "An analytical solution for jointed tunnel linings in elastic soil or rock", Can. Geotech. J., 45(11), 1572-1593. https://doi.org/10.1139/T08-075
  25. Oreste P.P. (2007), "A numerical approach to the hyperstatic reaction method for the dimenshioning of tunnel supports", Tunnel. Undergr. Sp. Technol., 22(2), 185-205. https://doi.org/10.1016/j.tust.2006.05.002
  26. Oreste, P.P. (2012), "Stability of rock pillars with singular and persistent discontinuities", Am. J. Appl. Sci., 9(9), 1354-1372. https://doi.org/10.3844/ajassp.2012.1354.1372
  27. Oreste, P.P. (2013), "Face stabilization of deep tunnels using longitudinal fibreglass dowels", J. Rock Mech. Min. Sci., 58, 127-140.
  28. Pinheiro, L. and Silveira, R.A.M. (2005), "Computational procedures for nonlinear analysis of frames with semi-rigid connections", Latin Am. J. Solid. Struct., 2(4), 339-367.
  29. Sekulovic, M. and Salatic, R. (2001), "Nonlinear analysis of frames with flexible connections", Comput. Struct., 79(11), 1097-1107. https://doi.org/10.1016/S0045-7949(01)00004-9
  30. Thienert, C. and Pulsfort, M. (2011), "Segment design under consideration of the material used to fill the annular gap", Geomech. Tunnell., 4(6), 665-680. https://doi.org/10.1002/geot.201100050
  31. Van Oorsouw, R.S. (2010), "Behaviour of segment joints in immersed tunnels under seismic loading", M.Sc. Dissertation, Delft University of Technology, Delft, the Netherlands.
  32. Xu, L. (1991), "Geometrical stiffness and sensitivity matrices for optimization of semi-rigid steel frameworks", Struct. Optim., 5(1-2), 95-99.
  33. Zhong, X., Zhu, W., Huang, Z. and Han, Y. (2006), "Effect of joint structure on joint stiffness for shield tunnel lining", Tunnel. Undergr. Sp. Technol., 21(3-4), 406-407.

피인용 문헌

  1. 3D numerical investigation of segmental tunnels performance crossing a dip-slip fault vol.23, pp.4, 2020, https://doi.org/10.12989/gae.2020.23.4.351