Reverse fault rupture propagation through dense sand and interaction with a shallow RC tunnel
Author:
Affiliation:
1. ETH Zurich
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/20/10_v10.OS-9-02/_pdf
Reference12 articles.
1. 1) Agalianos, A., Korre, E., Abdoun, T. and Anastasopoulos, I. (2023): Surface foundation subjected to strike-slip faulting on dense sand: centrifuge testing versus numerical analysis, Géotechnique, 73(2), 165-182.
2. 2) Anastasopoulos, I., Gerolymos, N., Gazetas, G. and Bransby, M.F. (2008): Simplified approach for design of raft foundations against fault rupture. Part I: free-field, Earthquake Engineering & Engineering Vibration, 7, 147-163.
3. 3) Baziar, M.H., Nabizadeh, A., Lee, C.J. and Hung, W.Y. (2014): Centrifuge modeling of interaction between reverse faulting and tunnel, Soil Dynamics and Earthquake Engineering, 65, 151-164.
4. 4) Baziar, M.H., Nabizadeh, A., Mehrabi, R. Lee, C.J. and Hung, W.Y. (2016): Evaluation of underground tunnel response to reverse fault rupture using numerical approach, Soil Dynamics and Earthquake Engineering, 83, 1-17.
5. 5) Faccioli, E., Anastasopoulos, I., Gazetas, G., Callerio, A. and Paolucci, R. (2008): Fault rupture-foundation interaction: selected case histories, Bulletin of Earthquake Engineering, 6(4), 557-583.
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