Stability analysis of large slurry shield-driven tunnel in soft clay-Reference-Cited by-同舟云学术

Stability analysis of large slurry shield-driven tunnel in soft clay

Published:2009-07 Issue:4 Volume:24 Page:472-481
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Li Y.,Emeriault F.,Kastner R.,Zhang Z.X.

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. Broere, W., 2001. Tunnel face stability and new CPT applications. Ph.D. Thesis, Delft University of Technology, Delft University Press, The Netherlands.

3. Carranza Torres, C., 2004. Computation of factor of safety for shallow tunnels using Caquot’s lower bound solution. Technical report for Geodata, Turin.

4. Shallow tunnels in cohesionless soil: stability of tunnel face;Chambon;Journal of Geotechnology Engineering ASCE,1994

5. The stability of shallow tunnels and underground openings in cohesive material;Davis;Géotechnique,1980

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