Open Access
E3S Web Conf.
Volume 198, 2020
2020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
Article Number 01034
Number of page(s) 5
Section Geosynthetics Applied Design Theory and Method
Published online 26 October 2020
  1. Huang F., Zhu H., Xu Q., et al. (2013) The effect of weak interlayer on the failure pattern of rock mass around tunnel-Scaled model tests and numerical analysis. Tunnelling&Underground Space Technology, 35(35): 207-218. [CrossRef] [Google Scholar]
  2. Wang S., Yin X., Tang H., et al. (2010) A new approach for analysing circular tunnel in strain-soften rock masses. International Journal of Rock Mechanics&Mining Sciences, 47(1):170-178. [CrossRef] [Google Scholar]
  3. Zhang Q., Jiang B. S., Wang S. L., et al. (2012) Elastic-plastic analysis of a circular opening in strain-softening rock mass. International Journal of Rock Mechanics&Mining Sciences, 50(1):38-46. [CrossRef] [Google Scholar]
  4. Lee Y. K., Pietruszczak S.. (2008) A new numerical procedure for elastic-plastic analysis of a circular opening excavated in a strain softening rock mass. Tunnelling and Underground Space Technology, 23(5): 588-599. [CrossRef] [Google Scholar]
  5. Alejano L. R., Alonso E., Rodriguez-Dono A., et al. (2010) Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek-Brown strain-softening behaviour. International Journal of Rock Mechanics&Mining Sciences, 47(1):150-160. [CrossRef] [Google Scholar]

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