Face Stability Analysis of Slurry Shield Tunnels in Rock-Soil Interface Mixed Ground
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1254-8.pdf
Reference39 articles.
1. Alagha ASN, Chapman DN (2019) Numerical modelling of tunnel face stability in homogeneous and layered soft ground. Tunnelling and Underground Space Technology 94:1–14, DOI: https://doi.org/10.1016/j.tust.2019.103096
2. Anagnostou G, Kovári K (1994) The face stability of slurry-shield-driven tunnels. Tunnelling and Underground Space Technology 9(2):165–174, DOI: https://doi.org/10.1016/0886-7798(94)90028-0
3. PhD Thesis;W Broere,2001
4. Chambon P, Corté J (1994) Shallow tunnels in cohesionless soil: Stability of tunnel face. Journal of Geotechnical Engineering 120(7):1148–1165, DOI: https://doi.org/10.1061/(ASCE)0733-9410(1994)120:7(1148)
5. Chen RP, Li J, Kong LG, Tang LJ (2013) Experimental study on face instability of shield tunnel in sand. Tunnelling and Underground Space Technology 33:12–21, DOI: https://doi.org/10.1016/j.tust.2012.08.001
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