Table of Contents Author Guidelines Submit a Manuscript
The Scientific World Journal
Volume 2014, Article ID 735497, 7 pages
http://dx.doi.org/10.1155/2014/735497
Research Article

Numerical Built-In Method for the Nonlinear JRC/JCS Model in Rock Joint

Institute of Mineral Resources, Chinese Academy of Geological Sciences, Beijing 100037, China

Received 15 November 2013; Accepted 1 January 2014; Published 11 February 2014

Academic Editors: A. Esmaeily and A. Rodríguez-Castellanos

Copyright © 2014 Qunyi 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. H. Lin, P. Cao, and Y. Wang, “Numerical simulation of a layered rock under triaxial compression,” International Journal of Rock Mechanics and Mining Sciences, vol. 60, pp. 12–18, 2013. View at Google Scholar
  2. L. C. Li, C. A. Tang, W. C. Zhu, and Z. Z. Liang, “Numerical analysis of slope stability based on the gravity increase method,” Computers and Geotechnics, vol. 36, no. 7, pp. 1246–1258, 2009. View at Publisher · View at Google Scholar · View at Scopus
  3. T. Unlu and H. Gercek, “Effect of Poisson's ratio on the normalized radial displacements occurring around the face of a circular tunnel,” Tunnelling and Underground Space Technology, vol. 18, no. 5, pp. 547–553, 2003. View at Publisher · View at Google Scholar · View at Scopus
  4. H. Lin, W. Xiong, and P. Cao, “Stability of soil nailed slope using strength reduction method,” European Journal of Environmental and Civil Engineering, vol. 17, pp. 872–885, 2013. View at Google Scholar
  5. T. Liu, P. Cao, and H. Lin, “Evolution procedure of multiple rock cracks under seepage pressure,” Mathematical Problems in Engineering, vol. 19, pp. 1–12, 2013. View at Google Scholar
  6. S. Y. Wang, S. W. Sloan, C. A. Tang, and W. C. Zhu, “Numerical simulation of the failure mechanism of circular tunnels in transversely isotropic rock masses,” Tunnelling and Underground Space Technology, vol. 32, pp. 231–244, 2012. View at Google Scholar
  7. D. Sun, Y.-P. Yao, and H. Matsuoka, “Modification of critical state models by Mohr-Coulomb criterion,” Mechanics Research Communications, vol. 33, no. 2, pp. 217–232, 2006. View at Publisher · View at Google Scholar · View at Scopus
  8. A. Khani, A. Baghbanan, S. Norouzi, and H. Hashemolhosseini, “Effects of fracture geometry and stress on the strength of a fractured rock mass,” International Journal of Rock Mechanics and Mining Sciences, vol. 60, pp. 345–352, 2013. View at Google Scholar
  9. E. Hoek and C. Carranza-Torres, “Corkum B. Hoek-Brown failure criterion-2002 edition,” in Proceedings of NARMS-TAC, pp. 267–273, 2002.
  10. E. Hoek and E. T. Brown, “Practical estimates of rock mass strength,” International Journal of Rock Mechanics and Mining Sciences, vol. 34, no. 8, pp. 1165–1186, 1997. View at Google Scholar · View at Scopus
  11. N. Barton and S. Bandis, “Review of predictive capabilities of JRC-JCS model in engineering practice,” Publikasjon, vol. 182, pp. 1–8, 1991. View at Google Scholar · View at Scopus
  12. S. Du, Y. Hu, X. Hu, and X. Guo, “Comparison between empirical estimation by JRC-JCS model and direct shear test for joint shear strength,” Journal of Earth Science, vol. 22, no. 3, pp. 411–420, 2011. View at Publisher · View at Google Scholar · View at Scopus
  13. N. Babanouri, S. Karimi Nasab, A. Baghbanan, and H. R. Mohamadi, “Over-consolidation effect on shear behavior of rock joints,” International Journal of Rock Mechanics and Mining Sciences, vol. 48, no. 8, pp. 1283–1291, 2011. View at Publisher · View at Google Scholar · View at Scopus
  14. N. Halakatevakis and A. I. Sofianos, “Correlation of the Hoek-Brown failure criterion for a sparsely jointed rock mass with an extended plane of weakness theory,” International Journal of Rock Mechanics and Mining Sciences, vol. 47, no. 7, pp. 1166–1179, 2010. View at Publisher · View at Google Scholar · View at Scopus
  15. J.-W. Park and J.-J. Song, “Numerical simulation of a direct shear test on a rock joint using a bonded-particle model,” International Journal of Rock Mechanics and Mining Sciences, vol. 46, no. 8, pp. 1315–1328, 2009. View at Publisher · View at Google Scholar · View at Scopus
  16. J. Zhao, “Joint surface matching and shear strength. Part B: JRC-JMC shear strength criterion,” International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol. 34, no. 2, pp. 179–185, 1997. View at Publisher · View at Google Scholar · View at Scopus
  17. H. Lin, W. Zhong, P. Cao, and T. Liu, “Variational safety factors and slip surfaces of slope using three-dimensional strength reduction analysis,” Journal of the Geological Society of India, vol. 82, pp. 545–552, 2013. View at Google Scholar
  18. M. Cai, “Influence of stress path on tunnel excavation response—numerical tool selection and modeling strategy,” Tunnelling and Underground Space Technology, vol. 23, no. 6, pp. 618–628, 2008. View at Publisher · View at Google Scholar · View at Scopus
  19. J. Rutqvist, “Status of the TOUGH-FLAC simulator and recent applications related to coupled fluid flow and crustal deformations,” Computers and Geosciences, vol. 37, no. 6, pp. 739–750, 2011. View at Publisher · View at Google Scholar · View at Scopus
  20. Q. Zhang, B. S. Jiang, X. S. Wu, H. Q. Zhang, and L. J. Han, “Elasto-plastic coupling analysis of circular openings in elasto-brittle-plastic rock mass,” Theoretical and Applied Fracture Mechanics, vol. 60, pp. 60–67, 2012. View at Google Scholar
  21. H. Lin, T. Liu, J. Li, and P. Cao, “A simple generation technique of complex geotechnical computational model,” Mathematical Problems in Engineering, vol. 2013, Article ID 863104, 8 pages, 2013. View at Publisher · View at Google Scholar