Numerical investigations of stresses and strains redistribution around the tunnel: Influence of transverse isotropic behavior of granitic rock, in situ stress and shape of tunnel

Author:

Ngueyep Mambou L. L.,Ndop J.,Ndjaka J.-M. B.

Publisher

Pleiades Publishing Ltd

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference15 articles.

1. Ganesh Raj Joshi, Numerical Simulation of State of Stress, Deformation and Displacement Measurements Associate with the Design of Circular Tunnel in Himalayan Brittle Rocks, Simulation Tectonics Laboratory, Faculty of Science, University of the Ryukyus, Okinawa 903–0123, Japan, 2010.

2. Erik Eberhardt, UBC Geological Engineering EOSC 433, 2013.

3. Raji, M. and Sitharam, T.G., Stress Distribution around the Tunnel: Influence of In Situ Stress and Shape of Tunnel, Proc. Indian Geotechnical Conference, Kochi, Paper No. P-290., 2011.

4. Arshadnejad, Sh. and Goshtasbi, K., Analysis of the Radial and Tangential Stress Distribution between Two Neighboring Circular Holes under Internal Pressure by Numerical Modeling, Journal of The Southern African Institute of Mining and Metallurgy., 2011, vol. 111, pp. 301–308.

5. Kirsch, G., Die theorie der elastizitat und die bedurfnisse der festigkeit-slehre, veit, Ver. Deut. Ing., 1898, vol. 42, pp. 797–807.

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