Stable node-based smoothed finite element method for seismic stability analysis of a square tunnel in cohesive-frictional soils

Author:

Vo-Minh T.ORCID,Nguyen-Son L.,Anh Nguyen Tuan

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference58 articles.

1. FEM modelling of the seismic behaviour of a tunnel-soil-above ground building system: A case history in Catania (Italy);Abate;Procedia Eng.,2016

2. Abate, G., Grasso, S., Massimino, M.R., 2019a. The role of shear wave velocity and non-linearity of soil in the seismic response of a coupled tunnel-soil-above ground building system. Geosciences (Switzerland) 9(11), 473, doi. 10.3390/geosciences9110473, 25 p.

3. Abate, G., Corsico, S., Massimino, M.R., 2019b. Behaviour of coupled tunnel-soil-above ground building systems in seismic conditions evaluated by means of parametric analyses. In: Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering (ICEGE 2019), Italy, 985-992 .

4. Effect of soil heterogeneity on seismic tunnel lining forces;Abate;Soil Dyn. Earthq. Eng.,2023

5. Stability of a shallow circular tunnel in cohesionless soils;Atkinson;Géotechnique,1977

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