Interaction between yielding tunnel support and strain-softening rock mass based on the three-dimensional strength criterion
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Ningbo Municipality
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02393-x.pdf
Reference46 articles.
1. Cao C, Shi C, Lei M, Yang W, Liu J (2018) Squeezing failure of tunnels: a case study. Tunn Undergr Space Technol 77:188–203. https://doi.org/10.1016/j.tust.2018.04.007
2. Tao Z, Ren S, Li G, Xu H, He M (2021) Model test on support scheme for carbonaceous slate tunnel in high geostress zone at high depth. J Mt Sci 18(3):764–778. https://doi.org/10.1007/s11629-020-6509-1
3. Xu C, Xia C, Du S (2021) Simplified solution for viscoelastic-plastic interaction between tunnel support and surrounding rock based on MC and GZZ strength criteria. Comput Geotech 139:104393. https://doi.org/10.1016/j.compgeo.2021.104393
4. Xu C, Xia C (2021) A new large strain approach for predicting tunnel deformation in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion. Int J Rock Mech Min Sci 143:104786. https://doi.org/10.1016/j.ijrmms.2021.104786
5. Barla G, Bonini M, Semeraro M (2011) Analysis of the behaviour of a yield-control support system in squeezing rock. Tunn Undergr Sp Tech 26:146–154. https://doi.org/10.1016/j.tust.2010.08.001
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