Stability Evaluation of Unlined Circular Tunnels in Sloping Rock Terrain Using Adaptive Finite Element Limit Analysis
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40098-024-00903-y.pdf
Reference51 articles.
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3. Davis EH, Gunn MJ, Mair RJ, Seneviratine HN (1980) The stability of shallow tunnels and underground openings in cohesive material. Geotechnique 30(4):397–416. https://doi.org/10.1680/geot.1980.30.4.397
4. Leca E, Dormieux L (1990) Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Géotechnique 40(4):581–606. https://doi.org/10.1680/geot.1990.40.4.581
5. Wilson DW, Abbo AJ, Sloan SW, Yamamoto K (2017) Undrained stability of rectangular tunnels where shear strength increases linearly with depth. Can Geotech J 54(4):469–480. https://doi.org/10.1139/cgj-2016-0072
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