Evaluation of Design Parameters of Near Embankment Underground Tunnel Structure by Numerical Analysis of a 2D Plain Strain Model

Author:

Rahman A. R.,Ahsan R.

Publisher

Springer International Publishing

Reference8 articles.

1. Maraš-Dragojević, S.: “Analysis of ground settlement caused by tunnel construction” (2012)

2. Sirivachiraporn, A., Phienwej, N.: Ground movements in EPB shield tunneling of Bangkok subway Project and impacts on adjacent buildings. Tunn. Undergr. Space Technol. 30, 10–24 (2012)

3. Pickhaver, J., Burd, H., Houlsby, G.: An equivalent beam method to model masonry buildings in 3D finite element analysis. Comput. Struct. 88, 1049–1063 (2010)

4. Desari, G.R., Rawlings, C.G., Bolton, M.D.: “Numerical modeling of NATM tunnel construction in London clay,” Geotechnical Aspects of Underground Construction in Soft Ground, Rotterdam, pp. 491–496 (1996)

5. Swoboda, G.: “Finite element of new Austrian tunneling method (NATM),” In: Proceedings of the International Conference on Numerical Methods in Geomechanics, Aachen, Rotterdom, pp. 581–586 (1979)

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