3D face effects of tunnels misaligned with the principal directions of material and stress anisotropy

Author:

Vitali Osvaldo P.M.,Celestino Tarcisio B.,Bobet Antonio

Funder

CNPq

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference49 articles.

1. Three-Dimensional Nonlinear Analyses of a Metro Tunnel in São Paulo Porous Clay, Brazil;Almeida e Sousa;J. Geotech. Geoenviron. Eng.,2011

2. Approximate relation between the elastic constants of anisotropic rocks and the anisotropy parameters;Batugin;Sov. Min. Sci.,1972

3. Trends in relationships between measured in-situ stresses and depth;Brown;Int. J. Rock Mech. Min. Sci.,1978

4. Button, E., Leitner, R., Poetsch, M., Schubert, W., 2006. Spatial relationships between discontinuity orientation and system behavior in underground excavations. In: Proceedings of ARMA 41st U.S. Symposium on Rock Mechanics. ARMA/USRMS 06-957.

5. The effect of the stress path on squeezing behavior in tunneling;Cantieni;Rock Mech. Rock Eng.,2009

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