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Advances in Civil Engineering
Volume 2018, Article ID 3510979, 12 pages
https://doi.org/10.1155/2018/3510979
Research Article

Study on Structural Service Performance of Heavy-Haul Railway Tunnel with Voided Base

Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, Sichuan, China

Correspondence should be addressed to Zhiqiang Zhang; nc.ude.utjws@kralc

Received 11 May 2018; Accepted 15 August 2018; Published 11 October 2018

Academic Editor: Qianbing Zhang

Copyright © 2018 Zhiqiang Zhang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. H. H. Jenkins, J. E. Stephenson, G. A. Clayton, G. W. Morland, and D. Lyon, “The effect of track and vehicle parameters on wheel/rail vertical dynamic forces,” Railway Engineering Journal, vol. 3, no. 1, pp. 2–16, 1974. View at Google Scholar
  2. G. Lamaran and M. Derdas, “Evaluation of dynamics load on rail track sleepers based on vehicle-track modeling and analysis,” International Journal of Structural Stability, vol. 2, no. 3, 2002. View at Google Scholar
  3. K. One and M. Yamada, “Analysis of railway track vibration,” Journal of Sound and Vibration, vol. 130, no. 2, pp. 269–297, 1989. View at Google Scholar
  4. J. Lai, S. He, J. Qiu et al., “Characteristics of seismic disasters and aseismic measures of tunnels in Wenchuan earthquake,” Environmental Earth Sciences, vol. 76, no. 94, 2017. View at Publisher · View at Google Scholar · View at Scopus
  5. J. Qiu, X. Wang, and J. Lai, “Response characteristics and preventions for seismic subsidence of loess in Northwest China,” Natural Hazards, vol. 92, no. 3, pp. 1909–1935, 2018. View at Publisher · View at Google Scholar · View at Scopus
  6. A. V. Metrikine and A. C. W. M. Vrouwenvelder, “Surface ground vibration due to moving train in a tunnel: two-dimensional model,” Journal of Sound and Vibration, vol. 234, no. 1, pp. 43–66, 2000. View at Publisher · View at Google Scholar · View at Scopus
  7. T. Balendra, C. G. Koh, and Y. C. Ho, “Dynamic response of buildings due to trains in underground tunnels,” Earthquake Engineering and Structural Dynamics, vol. 20, no. 3, pp. 275–291, 1991. View at Publisher · View at Google Scholar · View at Scopus
  8. J. A. Forrest and H. E. M. Hunt, “A three-dimensional model for calculation of train-induced ground vibration,” Journal of Sound and Vibration, vol. 294, no. 1, pp. 678–705, 2006. View at Publisher · View at Google Scholar · View at Scopus
  9. J. A. Forrest and H. E. M. Hunt, “Ground vibration generated by trains in underground tunnels,” Journal of Sound and Vibration, vol. 294, no. 4, pp. 706–736, 2006. View at Publisher · View at Google Scholar · View at Scopus
  10. M. F. M. Hussein and H. E. M. Hunt, “A numerical model for calculating vibration from a railway tunnel embedded in a full-space,” Journal of Sound and Vibration, vol. 305, no. 3, pp. 401–431, 2007. View at Publisher · View at Google Scholar · View at Scopus
  11. R. Thiede and H. G. Natke, “The influence of thickness variation of subway walls on the vibration emission generated by subway traffic,” in Proceedings of Soil Dynamics and Earthquake Engineering V: International Conference Soil Dynamics and Earthquake Engineering, Karlsruhe, Germany, September 1991.
  12. F. Guan and I. D. Moore, “Three-dimensional dynamic response of twin cavities due to traveling loads,” Journal of Engineering Mechanics, vol. 120, no. 3, pp. 637–651, 1994. View at Publisher · View at Google Scholar · View at Scopus
  13. K. H. Chua, K. W. Lo, and T. Balendra, “Building response due to subway train traffic,” Journal of Geotechnical Engineering, vol. 121, no. 11, pp. 747–754, 1995. View at Publisher · View at Google Scholar · View at Scopus
  14. L. M. Peng, C. H. Shi, J. Huang, and S. L. Liu, “Study on the fatigue life of the tunnel bed structure under train loads,” Journal of the China Railway Society, no. 1, pp. 82–85, 2007. View at Google Scholar
  15. L. M. Peng, L. C. Huang, and S. L. Liu, “Study on dynamic response of railway tunnel bedding structure,” Journal of Vibration and Shock, vol. 25, no. 5, pp. 175–179, 2006. View at Google Scholar
  16. D. Clouteau, M. Arnst, T. M. G. Al-Hussaini et al., “Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium,” Journal of Sound and Vibration, vol. 283, no. 1, pp. 173–199, 2005. View at Publisher · View at Google Scholar · View at Scopus
  17. Z. Zhang, X. Shi, X. Wang, and H. Li, “Stability of NATM tunnel faces in soft surrounding rocks,” Computers and Geotechnics, vol. 96, pp. 90–102, 2018. View at Publisher · View at Google Scholar · View at Scopus
  18. Z. Zhang, H. Li, H. Yang, and B. Wang, “Failure modes and face instability of shallow tunnels under soft grounds,” International Journal of Damage Mechanics, Article ID 105678951877313, 2018. View at Publisher · View at Google Scholar · View at Scopus
  19. Z. P. Bazant and H. O. Byung, “Strain-rate effect in rapid triaxial loading of concrete,” ACI Materials Journal, vol. 180, pp. 764–782, 1982. View at Google Scholar
  20. J. Mazars, “Description of micro- and macroscale damage of concrete structures,” Engineering Fracture Mechanics, vol. 25, no. 5-6, pp. 729–737, 1985. View at Google Scholar
  21. M. N. Fardis and E. S. Chen, “A cyclic multiaxial model for concrete,” Computational Mechanics, vol. 1, no. 4, pp. 301–315, 1986. View at Google Scholar
  22. T. M. Abu-Lebdeh, “Plasticity-damage model for concrete under cyclic multiaxial loading,” Journal of Engineering Mechanics, ASCE, vol. 119, no. 7, pp. 1465–1485, 1993. View at Google Scholar
  23. J. Y. Wu, J. L. Li, and F. Rui, “An energy release rate-based plastic-damage model for concrete,” International Journal of Solids and Structures, vol. 43, no. 3, pp. 583–612, 2006. View at Publisher · View at Google Scholar · View at Scopus
  24. L. M. Peng, N. Liu, and C. H. Shi, “Experimental study on dynamic amplitudes for cumulate damage characteristics of tunnel invert concrete,” Journal of Railway Science and Engineering, vol. 13, no. 6, pp. 1091–1099, 2016. View at Google Scholar
  25. S. M. Wang, X. B. Li, F. Q. Gong, and J. J. Zhu, “Experimental study on mechanical properties of different ages concrete under static and dynamic load,” Engineering Mechanics, vol. 30, no. 2, pp. 143–149, 2013. View at Google Scholar
  26. Q. Yan, H. Chen, W. Chen et al., “Dynamic characteristic and fatigue accumulative damage of a cross shield tunnel structure under vibration load,” Shock and Vibration, vol. 2018, pp. 1–14, 2004. View at Google Scholar
  27. J. Qiu, X. Wang, S. He et al., “The catastrophic landside in Maoxian county, Sichuan, SW China, on June 24, 2017,” Natural Hazards, vol. 89, no. 3, pp. 1485–1493, 2017. View at Publisher · View at Google Scholar · View at Scopus
  28. J. Qiu, Y. Xie, H. Fan, Z. Wang, and Y. Zhang, “Centrifuge modelling of twin-tunnelling induced ground movements in loess strata,” Arabian Journal of Geosciences, vol. 10, no. 493, pp. 1–14, 2017. View at Publisher · View at Google Scholar · View at Scopus
  29. T. M. Dawn and C. G. Stanworth, “Ground vibrations from passing trains,” Journal of Sound and Vibration, vol. 66, no. 3, pp. 355–362, 1979. View at Publisher · View at Google Scholar · View at Scopus
  30. C. Pan and G. N. Pande, “Preliminary deterministic finite element study on a tunnel driven in loess subjected to train loading,” China Civil Engineering Journal, vol. 17, no. 4, pp. 19–28, 1984. View at Google Scholar
  31. B. Liang, The Dynamic Characteristics of High Speed Railway Subgrade and Geosynthetics’ Applications, Southwest Jiaotong University, Chengdu, China, 1998, PhD Dissertation.
  32. J. Lysmer and R. L. Kuhlemeyer, “Finite dynamic model for infinite media,” Journal of the Engineering Mechanics, ASCE, vol. 95, no. 4, pp. 859–877, 1969. View at Google Scholar
  33. J. M. Hanson, C. A. Ballinger, and D. Linger, “Considerations for design of concrete structures, subjected to fatigue loading,” ACI Structural Journal, vol. 71, 1974. View at Google Scholar
  34. R. Tepfers, “Tensile fatigue strength of plain concrete,” Journal of the American Concrete Institute, vol. 76, no. 8, pp. 919–933, 1979. View at Google Scholar
  35. F. Sidoroff, Description of Anisotropic Damage Application to Elasticity, Springer, Heidelberg, Germany, 1981.
  36. J. W. Murdock and C. E. Kesler, “Effect of range of stress on fatigue strength of plain concrete beams,” Journal of American Concrete Institute, vol. 55, no. 2, pp. 221–232, 1959. View at Google Scholar
  37. B. H. Oh, “Fatigue analysis of plain concrete in flexure,” Journal of Structural Engineering, vol. 112, no. 2, pp. 273–288, 1986. View at Publisher · View at Google Scholar · View at Scopus
  38. J. M. Raphael, “Tensile strength of concrete,” Journal of the American Concrete Institute, vol. 81, no. 2, pp. 158–165, 1984. View at Google Scholar