Three-Dimensional Face Stability of Earth Pressure Balance Shield Tunnels Considering Non-Uniform Support and Semi-Open Driving Mode under Seepage Conditions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-2311-7.pdf
Reference53 articles.
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3. Anagnostou G, Perazzelli P (2013) The stability of a tunnel face with a free span and a non-uniform support. Geotechnik 36(1):40–50, DOI: https://doi.org/10.1002/gete.201200014
4. Anagnostou G, Perazzelli P (2015) Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils. Tunnelling and Underground Space Technology 47:162–181, DOI: https://doi.org/10.1016/j.tust.2014.10.007
5. Avunduk E, Copur H (2018) Empirical modeling for predicting excavation performance of EPB TBM based on soil properties. Tunnelling and Underground Space Technology 71:340–353, DOI: https://doi.org/10.1016/j.tust.2017.09.016
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