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Research Article

Strength response characteristics and coupling support of deep roadway in soft rock masses

, ORCID Icon, , & | (Reviewing Editor)
Article: 1339337 | Received 16 Mar 2017, Accepted 03 Jun 2017, Published online: 21 Jun 2017

References

  • AghaKouchak, A., & Nasrollahi, N. (2010). Semi-parametric and parametric inference of extreme value models for rainfall data. Water Resources Management, 24, 1229–1249.10.1007/s11269-009-9493-3
  • Alejano, L. R., & Bobet, A. (2012). Drucker–Prager criterion. Rock Mechanics & Rock Engineering, 45, 995–999.10.1007/s00603-012-0278-2
  • Corthésy, R., Leite, M. H., Gill, D. E., & Gaudin, B. (2003). Stress measurements in soft rocks. Engineering Geology, 69, 381–397.10.1016/S0013-7952(03)00072-3
  • Giambastiani, M. (2014). Soft rocks in Argentina. International Journal of Mining Science & Technology, 24, 883–892.10.1016/j.ijmst.2014.10.023
  • Kang, H. (2014). Support technologies for deep and complex roadways in underground coal mines: A review. Journal of Coal Science & Engineering, 1, 261–277.
  • Lorino, T., Sanaa, M., Robin, S., & Daudin, J. J. (2004). Comparison of semiparametric regression models for correlated survival data using simulations. Communications in Statistics - Theory and Methods, 33, 1975–1991.10.1081/STA-120037453
  • Ma, C.-D. (2010). Research on the support technology for high stressed soft rock roadway with composite failure. ChangSha: Central South University. (in chinese).
  • Mei, G. X., & Chen, Q. M. (2013). Solution of Terzaghi one-dimensional consolidation equation with general boundary conditions. Journal of Central South University, 20, 2239–2244.10.1007/s11771-013-1730-5
  • Milton, A. (2014). Critical issues in soft rocks. Chinese Journal of Rock Mechanics and Engineering, 6, 186–195.
  • Rabcewicz, L. V. (1975). Tunnel under Alps uses new cost-saving lining method. Civil Engineering, 45, 66–68.
  • Shin, H., Kim, J. B., Kim S. J., & Rhee, K. Y. (2015). A simulation-based determination of cap parameters of the modified Drucker–Prager cap model by considering specimen barreling during conventional triaxial testing. Computational Materials Science, 100, 31–38.10.1016/j.commatsci.2014.10.024
  • Tang, G.-Z., & Wang, X.-H. (2006). Modeling the thaw boundary in broken rock zones in permafrost in the presence of surface water flows. Tunnelling & Underground Space Technology, 21, 684–689.10.1016/j.tust.2005.11.005
  • Zhang, K., Zhang, G., Hou, R.-B., Wu, Y., & Zhou, H. (2015). Stress evolution in roadway rock bolts during mining in a fully mechanized Longwall face, and an evaluation of rock bolt support design. Rock Mechanics & Rock Engineering, 48(48), 1–12.
  • Zhou, J., & Li, X.-B. (2011). Evaluating the thickness of broken rock zone for deep roadways using nonlinear SVMs and multiple linear regression model. Procedia Engineering, 26, 1576–1591.
  • Zhu, C., Wang, Y., Chen, M. M., Chen, Z., & Wang, H. M. (2011). Mechanics model and numerical analysis of floor heave in soft rock roadway. Journal of Coal Science and Engineering (China), 17, 372–376.10.1007/s12404-011-0402-z