Determination of support pressure for semi-elliptical tunnels in anisotropic and nonhomogeneous soil by lower bound limit analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s12046-020-01540-w.pdf
Reference33 articles.
1. Atkinson J H and Potts D M 1977 Stability of a shallow circular tunnel in cohesionless soil. Geotechnique 27(2): 203–215
2. Mair R J 1979 Centrifugal modelling of tunnel construction in soft clay. PhD Thesis, University of Cambridge, Cambridge, UK
3. Lee C J, Wu B R, Chen H T and Chiang K H 2006 Tunnel stability and arching effects during tunneling in soft clayey soil. Tunnell. Undergr. Space Technol. 21: 119–132
4. Davis E H, Gunn M J, Mair R J and Seneviratne H N 1980 The stability of shallow tunnels and underground openings in cohesive material. Geotechnique 30(4): 397–416
5. Sloan S W and Assadi A 1991 Undrained stability of a square tunnel in a soil whose strength increases linearly with depth. Comput. Geotech. 12: 321–346
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. Stability evaluation of elliptical tunnels in natural clays by integrating FELA and ANN;Results in Engineering;2023-09
2. Stability of rectangular tunnel in anisotropic cohesionless soil under steady-state groundwater flow;European Journal of Environmental and Civil Engineering;2022-06-22
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