Face stability and required support pressure for TBM driven tunnels with ideal face membrane – Drained case

Author:

Kim Seung Han,Tonon Fulvio

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference18 articles.

1. The face stability of slurry-shield-driven tunnels;Anagnostou;Tunnelling and Underground Space Technology,1994

2. Face stability conditions with earth-pressure-balanced shield;Anagnostou;Tunnelling and Underground Space Technology,1996

3. Stability of a shallow circular tunnel in cohesionless soil;Atkinson;Géotechnique,1977

4. Babendererde, S., Hoek, E., Marinos, P., Cardoso, A.S., 2005. EPB-TBM face support control in the Metro do Porto project, Portugal. In: Proceedings, Rapid Excavation and Tunnelling Conference (RETC), Online geoengineering library. Available from: .

5. Broere, W., 2003. Influence of excess pore pressure on the stability of the tunnel face. (Re) Claiming the Underground Space, Saveur. Balkema, Lisse, 2003. pp. 759–765.

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