Design charts for a deep circular tunnel under non-uniform loading

Author:

Detournay Emmanuel,St. John Christopher M.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference15 articles.

1. Brown, E. T., et al. (1983): Ground Response Curves for Rock Tunnels. J. Geotechnical Engineering, ASCE109, 15?39.

2. Detournay, E., Fairhurst, C. (1982): Generalization of the Ground Reaction Curve Concept. 23rd U.S. Symposium on Rock Mechanics, Berkeley, pp. 926?936.

3. Detournay, E. (1985): Solution Approximative de la Zone Plastique Autour d'une Galerie Souterraine Soumise à un Champ de Contrainte Non-Hydrostatique, C. R. Académie des Sciences, Paris,301:12, 857?860.

4. Detournay, E. (1986a): An Approximate Statical Solution of the Elastoplastic Interface for the Problem of Galin with a Cohesive-Frictional Material. Int. J. Solids Structures,22, 1435?1454.

5. Detournay, E. (1986b): Elastoplastic Model of a Deep Tunnel for a Rock with Variable Dilatation. Rock Mechanics and Rock Engineering,19, 99?108.

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