Table of Contents Author Guidelines Submit a Manuscript
Mathematical Problems in Engineering
Volume 2016, Article ID 4860143, 15 pages
http://dx.doi.org/10.1155/2016/4860143
Research Article

Model Test Research on the End Bearing Behavior of the Large-Diameter Cast-in-Place Concrete Pile for Jointed Rock Mass

1Civil and Engineering School, Harbin Institute of Technology, Harbin 150001, China
2Civil and Engineering School, Jilin Jianzhu University, Changchun 130118, China

Received 13 July 2016; Revised 29 September 2016; Accepted 19 October 2016

Academic Editor: Cheng-Tang Wu

Copyright © 2016 Jingwei Cai 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. A. Serrano and C. Olalla, “Ultimate bearing capacity of an anisotropic discontinuous rock mass. Part I: basic modes of failure,” International Journal of Rock Mechanics and Mining Sciences, vol. 35, no. 3, pp. 301–324, 1998. View at Publisher · View at Google Scholar · View at Scopus
  2. A. Serrano and C. Olalla, “Ultimate bearing capacity of an anisotropic discontinuous rock mass part II: determination procedure,” International Journal of Rock Mechanics and Mining Sciences, vol. 35, no. 3, pp. 325–348, 1998. View at Publisher · View at Google Scholar · View at Scopus
  3. X.-L. Yang and J.-H. Yin, “Upper bound solution for ultimate bearing capacity with a modified Hoek-Brown failure criterion,” International Journal of Rock Mechanics and Mining Sciences, vol. 42, no. 4, pp. 550–560, 2005. View at Publisher · View at Google Scholar · View at Scopus
  4. Z. Saada, S. Maghous, and D. Garnier, “Bearing capacity of shallow foundations on rocks obeying a modified Hoek-Brown failure criterion,” Computers and Geotechnics, vol. 35, no. 2, pp. 144–154, 2008. View at Publisher · View at Google Scholar · View at Scopus
  5. M. Imani, M. Sharifzadeh, A. Fahimifar, and P. Haghparast, “A characteristic criterion to distinguish continuity of rock masses applicable to foundations,” in Proceedings of the 45th US Rock Mechanics/Geomechanics Symposium, ARMA-11-508, San Francisco, Calif, USA, June 2011. View at Scopus
  6. G. Reik and M. Zacas, “Strength and deformation characteristics of jointed media in true triaxial compression,” International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol. 15, no. 6, pp. 295–303, 1978. View at Publisher · View at Google Scholar · View at Scopus
  7. Z. Y. Yang, J. M. Chen, and T. H. Huang, “Effect of joint sets on the strength and deformation of rock mass models,” International Journal of Rock Mechanics and Mining Sciences, vol. 35, no. 1, pp. 75–84, 1998. View at Publisher · View at Google Scholar
  8. S. Q. Yang, Y. H. Dai, L. J. Han, and Z. Q. Jin, “Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression,” Engineering Fracture Mechanics, vol. 76, no. 12, pp. 1833–1845, 2009. View at Publisher · View at Google Scholar · View at Scopus
  9. D. Mas Ivars, M. E. Pierce, C. Darcel et al., “The synthetic rock mass approach for jointed rock mass modelling,” International Journal of Rock Mechanics and Mining Sciences, vol. 48, no. 2, pp. 219–244, 2011. View at Publisher · View at Google Scholar · View at Scopus
  10. X. P. Zhou, J. Bi, and Q. H. Qian, “Numerical simulation of crack growth and coalescence in rock-like materials containing multiple pre-existing flaws,” Rock Mechanics and Rock Engineering, vol. 48, no. 3, pp. 1097–1114, 2015. View at Publisher · View at Google Scholar · View at Scopus
  11. F. Q. Gao and H. P. Kang, “Effects of pre-existing discontinuities on the residual strength of rock mass—insight from a discrete element method simulation,” Journal of Structural Geology, vol. 85, pp. 40–50, 2016. View at Publisher · View at Google Scholar
  12. R.-H. Cao, P. Cao, H. Lin, C.-Z. Pu, and K. Ou, “Mechanical behavior of brittle rock-like specimens with pre-existing fissures under uniaxial loading: experimental studies and particle mechanics approach,” Rock Mechanics and Rock Engineering, vol. 49, no. 3, pp. 763–783, 2016. View at Publisher · View at Google Scholar · View at Scopus
  13. J. Yang, G. Rong, D. Hou, J. Peng, and C. Zhou, “Experimental study on peak shear strength criterion for rock joints,” Rock Mechanics and Rock Engineering, vol. 49, no. 3, pp. 821–835, 2016. View at Publisher · View at Google Scholar · View at Scopus
  14. Y. H. Huang, S. Q. Yang, W.-L. Tian, W. Zeng, and L.-Y. Yu, “An experimental study on fracture mechanical behavior of rock-like materials containing two unparallel fissures under uniaxial compression,” Acta Mechanica Sinica, vol. 32, no. 3, pp. 442–455, 2016. View at Publisher · View at Google Scholar
  15. F. H. Kulhawy and R. E. Goodman, “Design of foundations on discontinuous rock,” in Proceedings of the International Conference on Structural Foundations on Rock, vol. 1, pp. 209–220, Sydney, Australia, 1980.
  16. B. Benmokrane, K. S. Mouchaorab, and G. Ballivy, “Laboratory investigation of shaft resistance of rock-socketed piers using the constant normal stiffness direct shear test,” Canadian Geotechnical Journal, vol. 31, no. 3, pp. 407–419, 1994. View at Publisher · View at Google Scholar
  17. S. Maghous, P. de Buhan, and A. Bekaert, “Failure design of jointed rock structures by means of a homogenization approach,” Mechanics of Cohesive-Frictional Materials, vol. 3, no. 3, pp. 207–228, 1998. View at Publisher · View at Google Scholar · View at Scopus
  18. D. J. Sutcliffe, H. S. Yu, and S. W. Sloan, “Lower bound solutions for bearing capacity of jointed rock,” Computers and Geotechnics, vol. 31, no. 1, pp. 23–36, 2004. View at Publisher · View at Google Scholar · View at Scopus
  19. N. Halakatevakis and A. I. Sofianos, “Strength of a blocky rock mass based on an extended plane of weakness theory,” International Journal of Rock Mechanics and Mining Sciences, vol. 47, no. 4, pp. 568–582, 2010. View at Publisher · View at Google Scholar · View at Scopus
  20. T. T. Yu, “The extended finite element method (XFEM) for discontinuous rock masses,” Engineering Computations, vol. 28, no. 3, pp. 340–369, 2011. View at Publisher · View at Google Scholar · View at Scopus
  21. S. R. Hossein, M. Mohammad, and R. D. Morteza, “Distinct element simulation of ultimate bearing capacity in jointed rock foundations,” Arabian Journal of Geosciences, vol. 6, no. 11, pp. 4427–4434, 2013. View at Publisher · View at Google Scholar