Table of Contents Author Guidelines Submit a Manuscript
Mathematical Problems in Engineering
Volume 2017, Article ID 7317394, 9 pages
https://doi.org/10.1155/2017/7317394
Research Article

Stability Analysis of Water-Resistant Strata in Karst Tunnel Based on Releasable Elastic Strain Energy

1School of Civil Engineering, Chang’an University, Xi’an 710064, China
2School of Highway, Chang’an University, Xi’an 710064, China
3School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China

Correspondence should be addressed to Qin Liu; moc.qq@ualnihc and Jianxun Chen; moc.361@9691xjnehc

Received 2 November 2016; Accepted 22 January 2017; Published 2 March 2017

Academic Editor: Sergii V. Kavun

Copyright © 2017 Qin Liu 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. M. Zhang, Construction Technology of Karst Tunnel in Yiwan Railway, Science Press, Beijing, China, 2010.
  2. X. Cao, Study on safe thickness between tunnel and karst cave in karst region [M.S. thesis], Beijing Jiaotong University, 2010.
  3. L. Li, T. Lei, S. Li et al., “Risk assessment of water inrush in karst tunnels and software development,” Arabian Journal of Geosciences, vol. 8, no. 4, pp. 1843–1854, 2015. View at Publisher · View at Google Scholar · View at Scopus
  4. Y. Wang, C.-S. Qiao, C.-H. Sun, and K.-Y. Liu, “Forecasting model of safe thickness for roof of karst cave tunnel based on support vector machines,” Rock and Soil Mechanics, vol. 27, no. 6, pp. 1000–1004, 2006. View at Google Scholar · View at Scopus
  5. J. Q. Guo, Study on against-inrush thickness and waterburst mechanism of karst tunnel [Ph.D. thesis], Beijing Jiaotong University, 2011.
  6. S. Yin, S. Wang, and Q. Wu, “Water inrush patterns and theoretic criteria of karstic collapse columns,” Chinese Journal of Rock Mechanics and Engineering, vol. 23, no. 6, pp. 964–968, 2004. View at Google Scholar · View at Scopus
  7. L. P. Li, Study on catastrophe evolution mechanism of karst water inrush and its engineering application of high risk karst tunnel [Ph.D. thesis], Shandong University, 2009.
  8. D. L. Zhou and J. F. Zou, “Safe thickness of floor of forked tunnel in karst areas,” Journal of Central South University (Science and Technology), vol. 46, no. 5, pp. 1886–1892, 2015. View at Google Scholar
  9. B. Chen, C. Gu, T. Bao, B. Wu, and H. Su, “Failure analysis method of concrete arch dam based on elastic strain energy criterion,” Engineering Failure Analysis, vol. 60, pp. 363–373, 2016. View at Publisher · View at Google Scholar · View at Scopus
  10. B. Li and H. Y. Wang, “Numerical analysis of the influence of karst cave on deformation and stress of surrounding rock in the bottom,” Highway, no. 5, pp. 223–226, 2016. View at Google Scholar
  11. Y. R. Zheng, Stability Analysis and Design Theory of Underground Engineering Surrounding Rock, People Traffic Press, Beijing, China, 2012.
  12. C.-Q. Zhang, H. Zhou, and X.-T. Feng, “Stability assessment of rockmass engineering based on failure approach index,” Rock and Soil Mechanics, vol. 28, no. 5, pp. 888–894, 2007. View at Google Scholar · View at Scopus
  13. H. Xie, Y. Ju, L. Li, and R. Peng, “Energy mechanism of deformation and failure of rock masses,” Chinese Journal of Rock Mechanics and Engineering, vol. 27, no. 9, pp. 1729–1740, 2008. View at Google Scholar · View at Scopus
  14. H.-P. Xie, Y. Ju, and L.-Y. Li, “Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles,” Chinese Journal of Rock Mechanics and Engineering, vol. 24, no. 17, pp. 3003–3010, 2005. View at Google Scholar · View at Scopus
  15. H. P. Xie, R. D. Peng, H. W. Zhou, and Y. Ju, “Research progress of rock strength theory based on fracture mechanics and damage mechanics,” Progress in Natural Science, vol. 14, no. 10, pp. 7–13, 2004. View at Google Scholar
  16. W. Wu, G. Jiang, S. Huang, and C. J. Leo, “Vertical dynamic response of pile embedded in layered transversely isotropic soil,” Mathematical Problems in Engineering, vol. 2014, Article ID 126916, 12 pages, 2014. View at Publisher · View at Google Scholar · View at MathSciNet · View at Scopus
  17. S. P. Singh, “Burst energy release index,” Rock Mechanics and Rock Engineering, vol. 21, no. 2, pp. 149–155, 1988. View at Publisher · View at Google Scholar · View at Scopus
  18. M. S. Dehkordi, H. A. Lazemi, and K. Shahriar, “Application of the strain energy ratio and the equivalent thrust per cutter to predict the penetration rate of TBM, case study: Karaj-Tehran water conveyance tunnel of Iran,” Arabian Journal of Geosciences, vol. 8, no. 7, pp. 4833–4842, 2014. View at Publisher · View at Google Scholar · View at Scopus
  19. Z. P. Song, Research on the influence of concealed karst caverns upon the stability of tunnels and its support structure [Ph.D. thesis], Xi'an University of Technology, 2006.
  20. J. Guo, X. Liu, and C. Qiao, “Experimental study of mechanical properties and energy mechanism of karst limestone under natural and saturated states,” Chinese Journal of Rock Mechanics and Engineering, vol. 33, no. 2, pp. 296–308, 2014. View at Google Scholar · View at Scopus
  21. L.-M. Zhang, S. Gao, and Z.-Q. Wang, “Experimental study of energy evolution of limestone under loading and unloading conditions,” Rock and Soil Mechanics, vol. 34, no. 11, pp. 3071–3076, 2013. View at Google Scholar · View at Scopus