Probabilistic stability analysis of tunnel roof in two-layer soil mass combining upper bound theorem and response surface method
Author:
Funder
National Nature Science Foundation of China
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/s12517-022-10346-5.pdf
Reference38 articles.
1. Alagha ASN, Chapman DN (2019) Numerical modelling of tunnel face stability in homogeneous and layered soft ground. Tunn Undergr Space Technol 94:103096
2. Anagnostou G (2012) The contribution of horizontal arching to tunnel face stability. Geotechnik 35(1):34–44
3. Anagnostou G, Kovári K (1996) Face stability conditions with earth-pressure-balanced shields. Tunn Undergr Space Technol 11(2):165–173
4. Berthoz N, Branque D, Subrin D, Wong H, Humbert E (2012) Face failure in homogeneous and stratified soft ground: Theoretical and experimental approaches on 1g EPBS reduced scale model. Tunn Undergr Space Technol 30:25–37
5. Chen RP, Tang LJ, Ling DS, Chen YM (2011) Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method. Comput Geotech 38(2):187–195
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