Collapse mechanism of deep buried tunnel subjected to pore water pressure with generalized nonlinear unified strength theory
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-10703-4.pdf
Reference29 articles.
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2. Fraldi M, Guarracino F (2010) Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections. Int J Solids Struct 47(2):216–223
3. Fraldi M, Guarracino F (2011) Evaluation of impending collapse in circular tunnels by analytical and numerical approaches. Tunn Undergr Space Technol 26(4):507–516
4. Guan K, Zhu WC, Niu LL, Wang QY (2017) Three-dimensional upper bound limit analysis of supported cavity roof with arbitrary profile in Hoek-Brown rock mass. Tunn Undergr Space Technol 69:147–154
5. Huang F, Yang XL (2011) Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek-Brown failure criterion. Tunn Undergr Space Technol 26(5):614–618
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Mechanical impairment characteristics and a novel constitutive model for rocks subjected to uniaxial loading process;International Journal of Damage Mechanics;2024-03-08
2. Elasto-plastic analysis of the surrounding rock mass in circular tunnel using a new numerical model based on generalized nonlinear unified strength theory;Computers and Geotechnics;2023-02
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