Evaluation of analytical solutions and two-dimensional models in estimating the internal forces of tunnel lining against seismic loading, compared with three-dimensional analysis

Author:

Lakirouhani AliORCID,Saberi Mahshad

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference28 articles.

1. Bobet A (2003) Effect of pore water pressure on tunnel support during static and seismic loading. Tunnell Undergr Space Technol 18(4):377–393. https://doi.org/10.1016/S0886-7798(03)00008-7

2. Dobashi H, Hatsuku T, Ichimura T, Hori M, Yamada T, Ohbo N, Itami H (2008) Full 3D seismic response analysis of underground ramp tunnel structure using large-scale numerical computation. In Proceedings of the 14th World Conference on Earthquake Engineering (pp. 14-0150)

3. Budhu M (2008) Foundations and earth retaining structures

4. Einstein HH, Schwartz CW (1979) Simplified analysis for tunnel supports. J Geotech Geoenviron 105:ASCE 14541

5. Hasanzadehshooiili H, Lakirouhani A, Medzvieckas J (2012) Evaluating elastic-plastic behaviour of rock materials using hoek–brown failure criterion. J Civ Eng Manag 18(3):402–407. https://doi.org/10.3846/13923730.2012.693535

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