Nonlinear Seismic Response of Rock Tunnels Crossing Inactive Fault under Obliquely Incident Seismic P Waves
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences
Link
https://link.springer.com/content/pdf/10.1007/s12583-021-1483-2.pdf
Reference53 articles.
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2. Anastasopoulos, I., Gerolymos, N., Drosos, V., et al., 2008. Behaviour of Deep Immersed Tunnel under Combined Normal Fault Rupture Deformation and Subsequent Seismic Shaking. Bulletin of Earthquake Engineering, 6(2): 213–239. https://doi.org/10.1007/s10518-007-9055-0
3. Aydan, Ö., Ohta, Y., Geniş, M., et al., 2010. Response and Stability of Underground Structures in Rock Mass during Earthquakes. Rock Mechanics and Rock Engineering, 43(6): 857–875. https://doi.org/10.1007/s00603-010-0105-6
4. Baziar, M. H., Nabizadeh, A., Lee, C. J., et al., 2014. Centrifuge Modeling of Interaction between Reverse Faulting and Tunnel. Soil Dynamics and Earthquake Engineering, 65: 151–164. https://doi.org/10.1016/j.soildyn.2014.04.008
5. Baziar, M. H., Nabizadeh, A., Mehrabi, R., et al., 2016. Evaluation of Underground Tunnel Response to Reverse Fault Rupture Using Numerical Approach. Soil Dynamics and Earthquake Engineering, 83: 1–17. https://doi.org/10.1016/j.soildyn.2015.11.005
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