3D Numerical Investigation of Face Stability in Tunnels With Unsupported Face

Author:

Georgiou D.,Kalos A.,Kavvadas M.

Funder

Alexander S. Onassis Public Benefit Foundation

Evgenides Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference23 articles.

1. Anagnostou G, Kovári K (1996) Face stability conditions with earth-pressure-balanced shields. Tunn Undergr Space Technol 11(2):165–173

2. Atkinson, J. H., & Mair R. J. (1981) Soil mechanics aspects of soft ground tunnelling. Ground Eng, 14(5).

3. Bernaud D, Rousset G (1996) The new implicit method for tunnel analysis. Int J Numer Anal Methods Geomech 20:673–690

4. Carranza-Torres, C., et al. (2002) Elasto-plastic analysis of deep tunnels in brittle rock using a scaled form of the Mohr-Coulomb failure criterion. In: Proc. of the 5th North American Rock Mechanics Symposium and the 17th Tunnelling Association of Canada Conference, NARMS-TAC, Toronto, Canada, ed. Hammah et al.

5. Carranza-Torres C (2004) Elasto-plastic solution of tunnel problems using the generalized form of the Hoek-Brown failure criterion. Int J Rock Mech Min Sci 41(SUPPL. 1):1–11

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