Numerical Analysis of a Collapsed Tunnel: A case study from NW Himalaya, India
Author:
Funder
UGC India
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-021-00567-y.pdf
Reference58 articles.
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2. Amadei B, Pan E (1995) Role of topography and anisotropy when selecting unlined pressure-tunnel alignment. Journal of geotechnical engineering 121(12):879–885. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:12(879)
3. Töyrä J (2006) Behaviour and stability of shallow underground constructions. Doctoral thesis, Luleå tekniska Universiteit.
4. Ziaei A, Ahangari K (2018) The effect of topography on stability of shallow tunnels case study: the diversion and conveyance tunnels of Safa Dam. Transportation Geotechnics 14:126–135. https://doi.org/10.1016/j.trgeo.2017.12.001
5. Hsiung BCB (2018) Geohazard caused by groundwater in urban underground excavation. Geofluids 2018:1–18. https://doi.org/10.1155/2018/5820938
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