408
Views
16
CrossRef citations to date
0
Altmetric
Original Articles

Ground response curve of deep circular tunnel in rock mass exhibiting Hoek–Brown strain-softening behaviour considering the dead weight loading

Pages 2509-2539 | Received 26 Jan 2019, Accepted 11 Jun 2019, Published online: 26 Jun 2019

References

  • Alejano, L. R., & Alonso, E. (2005). Considerations of the dilatancy angle in rocks and rock masses. International Journal of Rock Mechanics and Mining Sciences, 42(4), 481–507. doi:https://doi.org/10.1016/j.ijrmms.2005.01.003
  • Alonso, E., Alejano, L. R., Varas, F., Fdez-Manin, G., & Carranza-Torres, C. (2003). Ground response curves for rock masses exhibiting strain-softening behavior. International Journal for Numerical and Analytical Methods in Geomechanics, 27(13), 1153–1185. doi:https://doi.org/10.1002/nag.315
  • Brady, B. H. G., & Brown, E. T. (1985). Rock mechanics for underground mining. London: George Allen & Unwin.
  • Brown, E. T., Bray, J. W., Ladanyi, B., & Hoek, E. (1983). Ground response curves for rock tunnels. Journal of Geotechnical Engineering, 109(1), 15–39. doi:https://doi.org/10.1061/(ASCE)0733-9410(1983)109:1(15)
  • Carranza-Torres, C. (2004). Elasto-plastic solution of tunnel problems using the generalized form of the Hoek–Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences, 41(3), 480–481. doi:https://doi.org/10.1016/j.ijrmms.2003.12.014
  • Carranza-Torres, C., & Fairhurst, C. (1997). On the stability of tunnels under gravity loading, with post-peak softening of the ground. International Journal of Rock Mechanics and Mining Sciences, 34, 75.e1–75.e18.
  • Carranza-Torres, C., & Fairhurst, C. (1999). The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences, 36(6), 777–809. doi:https://doi.org/10.1016/S0148-9062(99)00047-9
  • Daemen, J. J. K. (1977). Problems in tunnel support mechanics. Underground Space, 1(3), 163–172.
  • Fahimifar, A., & Zareifard, M. R. (2009). A theoretical solution for analysis of tunnels below groundwater considering the hydraulic–mechanical coupling. Tunnel Tunneling and Underground Space Technology, 24(6), 634–646. doi:https://doi.org/10.1016/j.tust.2009.06.002
  • Fahimifar, A., & Zareifard, M. R. (2014). A new elasto-plastic solution for analysis of underwater tunnels considering strain dependent permeability. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, 10(11), 1432–1450.
  • Guan, Z., Jiang, Y., & Tanabasi, Y. (2007). Ground reaction analyses in conventional tunneling excavation. Tunnelling and Underground Space Technology, 22(2), 230–237. doi:https://doi.org/10.1016/j.tust.2006.06.004
  • Hill, R. (1950). The mathematical theory of plasticity. Oxford: Oxford University Press.
  • Hoek, E. (1998). Tunnel support in weak rock. Paper presented at the Keynote address, Symposium of Sedimentary Rock Engineering, Taipei, Taiwan, Vol. 12.
  • Hoek, E. (1999). Support for very weak rock associated with faults and shear zones. Paper presented at the International Symposium on Rock Support and Reinforcement Practice in Mining. Kalgoorlie, Australia, March 14–19, 1999.
  • Hoek, E., & Brown, E. T. (1980). Underground excavations in rock. London: The Institution of Mining and Metallurgy.
  • Hoek, E., & Brown, E. T. (1997). Practical estimates of rock mass strength. International Journal of Rock Mechanics and Mining Sciences, 34(8), 1165–1186. doi:https://doi.org/10.1016/S1365-1609(97)80069-X
  • Hoek, E., & Marinos, P. (2000). Predicting tunnel squeezing problems in weak heterogeneous rock masses. Tunnels and Tunnelling International, 32(11), 45–51.
  • Hoek, E., Carranza-Torres, C. T., & Corkum, B. (2002). Hoek–Brown failure criterion – 2002 edition. Paper presented at the Proceedings of the 5th North American Rock Mechanics Symposium and 17th Tunnelling Association of Canada Conference, Toronto, 267–273.
  • Lee, Y. K., & Pietruszczak, S. (2008). A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass. Tunnel Tunneling and Underground Space Technology, 23(5), 588–599. doi:https://doi.org/10.1016/j.tust.2007.11.002
  • Panji, M., Koohsari, H., Adampira, M., Alielahi, H., & Marnani, J. A. (2016). Stability analysis of shallow tunnels subjected to eccentric loads by a boundary element method. Journal of Rock Mechanics and Geotechnical Engineering, 8(4), 480–488. doi:https://doi.org/10.1016/j.jrmge.2016.01.006
  • Park, K. H., Tontavanich, B., & Lee, J. G. (2008). A simple procedure for ground response curve of circular tunnel in elastic-strain softening rock masses. Tunnel Tunneling and Underground Space Technology, 23(2), 151–159. doi:https://doi.org/10.1016/j.tust.2007.03.002
  • Park, K.-H., & Kim, Y.-J. (2006). Analytical solution for a circular opening in, an elastic-brittle-plastic rock. International Journal of Rock Mechanics and Mining Sciences, 43(4), 616–622. doi:https://doi.org/10.1016/j.ijrmms.2005.11.004
  • Press, W. H., Teukolsky, S. A., Vetterling, W. T., & Flannery, B. P. (1992). Numerical recipes in Fortran. New York, NY: Cambridge University Press.
  • Sharan, S. K. (2003). Elastic–brittle–plastic analysis of circular openings in Hoek–Brown media. International Journal of Rock Mechanics and Mining Sciences, 40(6), 817–824. doi:https://doi.org/10.1016/S1365-1609(03)00040-6
  • Sharan, S. K. (2005). Exact and approximate solutions for displacements around circular openings in elastic–brittle–plastic Hoek–Brown rock. International Journal of Rock Mechanics and Mining Sciences, 42(4), 542–549.
  • Timoshenko, S. P., & Goodier, J. N. (1982). Theory of elasticity. McGraw-Hill Book Co.
  • Varas, F., Alonso, E., Alejano, L., & Fdez-Manin, G. (2005). Study of bifurcation in problem of unloading a circular excavation in a strain softening material. Tunnelling and Underground Space Technology, 20(4), 311–322. doi:https://doi.org/10.1016/j.tust.2004.12.003
  • Zareifard, M. R., & Fahimifar, A. (2012). A new solution for shallow and deep tunnels by considering the gravitational loads. Acta Geotechnica Slovenica, 2(4), 37–49.
  • Zareifard, M. R., & Fahimifar, A. (2014a). Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle. European Journal of Environmental and Civil Engineering, 18(5), 584–600.
  • Zareifard, M. R., & Fahimifar, A. (2014b). Elastic–brittle–plastic analysis of circular deep underwater cavities in a Mohr-Coulomb rock mass considering seepage forces. International Journal of Geomechanics, 15(5), 04014077. doi: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000400.
  • Zareifard, M. R., & Fahimifar, A. (2016). Analytical solutions for the stresses and deformations of deep tunnels in an elastic-brittle-plastic rock mass considering the damaged zone. Tunnelling and Underground Space Technology, 58(5), 186–196. doi:https://doi.org/10.1016/j.tust.2016.05.007

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.