Geomechanics and Engineering

  • 제34권1호
  • /
  • Pages.17-27
  • /
  • 2023
  • /
  • 2005-307X(pISSN)
  • /
  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Calculation and field measurement of earth pressure in shield tunnels under the action of composite foundation

  • Chi Zhang (School of civil engineering, zhengzhou university) ;
  • Shi-ju Ma (School of civil engineering, zhengzhou university of Technology) ;
  • Yuan-cheng Guo (School of civil engineering, zhengzhou university) ;
  • Ming-yu Li (School of civil engineering, zhengzhou university) ;
  • Babak Safaei (Department of Mechanical Engineering, Eastern Mediterranean University)
  • 투고 : 2022.08.04
  • 심사 : 2023.04.25
  • 발행 : 2023.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

Taking a subway shield tunnel in a certain section of Zhengzhou Metro Line 5 as an example, the field tests of shield cutting cement-soil monopile composite foundation were carried out. The load and internal force of the tunnel lining under the action of composite foundation were tested on-site and the distribution characteristics and variation laws of earth pressure around the tunnel under the load holding state of the composite foundation were analyzed. Five different load combinations (i.e., overburden load theory + q0, Terzaghi's theory + q0, Bierbaumer's theory + q0, Xie's theory + q0, and the proposed method (the combination of compound weight method and Terzaghi's theory) + q0) were used to calculate the internal force of the tunnel structure and the obtained results were compared with the measured internal force results. The action mode of earth pressure on the tunnel lining structure was evaluated. Research results show that the earth pressure obtained by the calculation method proposed in this paper was more consistent with the measured value and the deviation between the two was within 5%. The distribution of the calculated internal force of the tunnel structure was more in line with the distribution law of field test data and the deviation between the calculated and measured values was small. This effectively verified the rationality and applicability of the proposed calculation method. Research results provided references for the design and evaluation of shield tunnels under the action of composite foundations.

키워드

과제정보

The research described in this paper was financially supported by the National Science Foundation of China (51508520) and remarkable assistance was received from China Railway 18th Engineering Bureau Group First Engineering Co. LTD.

참고문헌

  1. Bierbaumer. (1913), "Die dimensionerung des Tunelmauerwerks", Leipzig: Engelmann.
  2. Bilotta, E. and Russo, G. (2013), "Internal forces arising in the segmental lining of an EPB bored tunnel", J. Geotech. Geoenviron. Eng., 139(10), 1765-1780. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000906.
  3. Fathipour, H., Bahmani Tajani, S., Payan, M., Jamshidi Chenari, R. and Senetakis, K. (2022), "Influence of transient flow during infiltration and isotropic/anisotropic matric suction on the passive/active lateral earth pressures of partially saturated soils", Eng. Geol., 310, 106883. https://doi.org/10.1016/j.enggeo.2022.106883.
  4. Fathipour, H., Payan, M. and Jamshidi Chenari, R. (2021a), "Limit analysis of lateral earth pressure on geosynthetic-reinforced retaining structures using finite element and second-order cone programming", Comput. Geotech., 134, 104119. https://doi.org/10.1016/j.compgeo.2021.104119.
  5. Fathipour, H., Payan, M., Jamshidi Chenari, R. and Senetakis, K. (2021b), "Lower bound analysis of modified pseudo-dynamic lateral earth pressures for retaining wall-backfill system with depth-varying damping using FEM-Second order cone programming", Int. J. Numer. Anal. Method. Geomech., 45(16), 2371-2387. https://doi.org/10.1002/nag.3269.
  6. Fathipour, H., Safardoost Siahmazgi, A., Payan, M. and Jamshidi Chenari, R. (2020), "Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming", Comput. Geotech., 125, 103587. https://doi.org/10.1016/j.compgeo.2020.103587.
  7. Fraldi, M. and Guarracino, F. (2009), "Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek-Brown failure criterion", Int. J Rock Mech. Min. Sci., 46(4), 665-673. https://doi.org/10.1016/j.ijrmms.2008.09.014.
  8. Guan, L.X. Translated. (2012), "Shield tunnel segment design", China Construction Industry Press, Beijing, China.
  9. Kaya, M., Komur, A. and Gutsel, E. (2022), "Effect of aggregate mineralogical properties on high strength concrete modulus of elasticity", Adv. Concrete Constr., 13((6), 411-422. https:/doi.org/10.12989/acc.2022.13.6.411.
  10. Keawsawasvong, S. and Ukritchon, B. (2022), "Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay", Undergr. Space, 7(1), 76-93. https://doi.org/10.1016/j.undsp.2021.05.003.
  11. Koyama, Y. (2003), "Present status and technology of shield tunneling method in Japan", Tunn. Undergr. Sp. Tech., 18(2-3), 145-159. https://doi.org/10.1016/S0886-7798(03)00040-3.
  12. Leung, C. and Meguid, M.A. (2011), "An experimental study of effect of local contact loss on the earth pressure distribution on existing tunnel linings", Tunn. Undergr. Sp. Tech., 26(1), 139-145. https://doi.org/10.1016/j.tust.2010.08.003.
  13. Liu, X.R., Liu, D.S., Xiong, F., Han, Y., Liu, R., Meng, Q., Zhong, Z., Chen, Q., Weng, C. and Liu, W. (2022), "Experimental and numerical study on the stability of slurry shield tunneling in circular-gravel layer with different cover-span ratios", Geomech. Eng., 28(3), 265-281. https://doi.org/10.12989/gae.2022.28.3.265.
  14. Li, S., Jianie, Y.C., Ho, I.H., Ma, L., Ning, G. and Wang, C. (2021), "Long-term behavior of earth pressure around a highfilled cut-and-cover tunnel", Geomech. Eng., 26(4), 311-321. https://doi.org/10.12989/gae.2021.26.4.311.
  15. Li, X., Zhou, S.H., Gong, Q.M., et al. (2015), "Evaluation of earth pressure around a deeply buried metro shield tunnel with a large cross-section under high water pressure conditions", Rock Soil Mech., 36(5), 1415-1427.
  16. Lai, V.Q., Shiau, J., Promwichai, T., Limkatanyu, S., Banyong, R. and Keawsawasvong, S. (2022), "Modelling soil stability in wide tunnels using FELA and multivariate adaptive regression splines analysis", Model. Earth Syst. Environ., 1, 1-16. https://doi.org/10.1007/s40808-022-01595-0.
  17. Mashimo, H. and Ishimura, T. (2003), "Evaluation of the load on shield tunnel lining in gravel", Tunn. Undergr. Sp. Tech., 18(2-3), 233-241. https://doi.org/10.1016/S0886-7798(03)00032-4.
  18. Mukhtiar, A.S., Naeem, M., Aftab, H.M. and Dildar, A.M. (2022), "Responses of high-rise building resting on piled raft to adjacent tunnel at different depths relative to piles", Geomech. Eng., 29(1), 25-40. https://doi.org/10.12989/gae.2022.29.1.025.
  19. Ma, S.J., Li, M.Y., Guo, Y.C. and Safaei, B. (2020), "Field test and research on shield cutting pile penetrating cement soil single pile composite foundation", Geomech. Eng., 23(6), 513-521. https://doi.org/10.12989/gae.2020.23.6.513.
  20. Magbool, H. and Tayeh, B. (2021), "Influence of the roughness and moisture of the substrate surface on the bond between old and new concrete", Adv. Concrete Constr., 12(1), 33-45. https://doi.org/10.12989/acc.2021.12.1.033.
  21. Ngamkhanong, C., Keawsawasvong, S., Jearsiripongkul, T., Cabangon, L.T., Payan, M., Sangjinda, K., Banyong, R. and Thongchom, C. (2022), "Data-driven prediction of stability of rock tunnel hrading: An application of machine learning models", Infrastructures, 7(11), 148.
  22. Payan, M., Fathipour, H., Hosseini, M., Jamshidi Chenari, R. and Shiau, J.S. (2022), "Lower bound finite element limit analysis of geo-structures with non-associated flow rule", Comput. Geotech., 147, 104803. https://doi.org/10.1016/j.compgeo.2022.104803.
  23. Peng, F., Ma, S.J., Li, M.Y. Fu, K. (2022), "Stress performance evaluation of shield machine cutter head during cutting piles under masonry structures", Adv. Civil Eng. https://doi.org/10.1155/2022/4111637.
  24. Shiau, J. and Keawsawasvong, S. (2022), "Producing undrained stability factors for various tunnel shapes", Int. J. Geomech., 22(8), 06022017. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002487.
  25. Shiau, J., Keawsawasvong, S. and Seehavong, S. (2022), "Stability of unlined elliptical tunnels in rock masses", Rock Mech. Rock Eng., 55(11), 7307-7330. https://doi.org/10.1007/s00603-022-02996-4.
  26. Tkaano, Y.H. (2000), "Guidelines for the design of shield tunnel lining", Tunn. Undergr. Sp. Tech., 15(3), 303-331. https://doi.org/10.1016/S0886-7798(00)00058-4.
  27. Terzaghi K. (1936), "Stress distribution in dry and in saturated sand above a yielding trap-door", Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering, Cambridge, Massachusetts.
  28. Xie, J.Z. (1964), "Formation pressure of shallow tunnels", Chinese J. Civil Eng., 10(6), 58-70.
  29. Xiao, M.Q., Feng, K., Li, C., et al. (2019), "A method for calculating the surrounding rock pressure of shield tunnels in compound strata", Chinese J. Rock Mech. Eng., 38(9), 1837-1847.
  30. Zhao, W., Zhong, K., Chen, W. and Xie, P. (2022), "A quasi-static finite element approach for seismic analysis of tunnels considering tunnel excavation and P-waves. Earthquakes and Structures", Adv. Concrete Constr., 22(6), 549-559. https://doi.org/10.12989/acc.2022.22.6.549.