Comparison of indirect boundary element and finite element methods A case study: Shiraz-Esfahan railway tunnel in Iran

Author:

Manouchehrian Amin,Marji Mohammad Fatehi,Mohebbi Mohsen

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference20 articles.

1. Panet M. Le Calcul des Tunnels par la Methode Convergence-Confinement. Paris: Presses de l’Ecole Nationale des Pontset Chaussees, 1995

2. Hoek, E. Practical Rock Engineering. Internet reference: www.rocscience.com , 2000

3. Lunardi P. Design and constructing tunnels—ADECO-RS approach. Tunnels and Tunnelling International Special Supplement. Internet reference: www.rocksoil.com , 2000

4. Lai J X, Fan H B, Liu B Z, Liu T L. Analysis of seismic response of shallow large section multi-arch tunnel. Procedia Engineering, 2011, 15: 5473–5477

5. Chen R P, Tang L J, Ling D S, Chen Y M. Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method. Computers and Geotechnics, 2011, 38(2): 187–195

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