Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield-Reference-Cited by-同舟云学术

Face Stability Analysis of Circular Tunnels Driven by a Pressurized Shield

Published:2010-01 Issue:1 Volume:136 Page:215-229
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mollon Guilhem¹²³,Dias Daniel¹²³,Soubra Abdul-Hamid¹²³

Affiliation:

1. Ph.D. Student, INSA Lyon, LGCIE Site Coulomb 3, Géotechnique, Bât. J.C.A. Coulomb, Domaine scientifique de la Doua, 69621 Villeurbanne cedex, France.

2. Associate Professor, INSA Lyon, LGCIE Site Coulomb 3, Géotechnique, Bât. J.C.A. Coulomb, Domaine scientifique de la Doua, 69621 Villeurbanne cedex, France.

3. Professor, Dept. of Civil Engineering, Univ. of Nantes, Bd. de l’université, BP 152, 44603 Saint-Nazaire cedex, France (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000194

Reference25 articles.

1. Face stability conditions with earth-pressure-balanced shields

2. Stability of an undrained plane strain heading revisited

3. Broere W. (1998). “Face stability calculation for a slurry shield in heterogeneous soft soils.” Proc. World Tunnel Congress 98 on Tunnels and Metropolises Vol. 1 Balkema Rotterdam The Netherlands 215–218.

4. Stability of clay at vertical openings;Broms B. B.;Soil Mech. Found. Eng. (Engl. Transl.),1967

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