Comparative study on earthquake-induced soil–tunnel structure interaction effects under good and poor soil conditions

References

• ANSYS Inc. (2012). ANSYS documentation. Retrieved from http://www.ansys.com
   Google Scholar
• Bardet, J. P., Ichii, K., & Lin, C. H. (2000). EERA: A computer program for equivalent-linear earthquake site response analyses of layered soil deposits. Los Angeles, CA: University of Southern California.
   Google Scholar
• Billota, E., Lanzano, G., Russo, G., Santucci de Magistris, F., Aiello, V., Conte, E., … Valentino, M. (2007). Pseudostatic and dynamic analyses of tunnels in transversal and longitudinal directions. Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, Greece, Paper No. 1550.
   Google Scholar
• Billota, E., Lanzano, G., Russo, G., Santucci de Magistris, F., & Silvestri, F. (2008). An early-stage design procedure for circular tunnel lining under seismic actions. Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China.
   Google Scholar
• Burns, J. Q., & Richard, R. M. (1964). Attenuation of stresses for buried cylinders. In Proceedings of the Symposium on Soil-Structure Interaction (pp. 378–392). Arizona, AZ: University of Arizona at Tempe.
   Google Scholar
• Corigliano, M., Lai, C. G., & Barla, G. (2006). Seismic response of rock tunnels in near-fault conditions. Proceedings of the 1st European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, Paper No. 998.
   Google Scholar
• El Naggar, H., Hinchberger, S. D., & El Naggar, M. H. (2008). Simplified analysis of seismic in-plane stresses in composite and jointed tunnel linings. Soil Dynamics and Earthquake Engineering, 28, 1063–1077. doi:10.1016/j.soildyn.2007.12.00110.1016/j.soildyn.2007.12.001
   Web of Science ®Google Scholar
• Hashash, Y. M. A., Hook, J. J., Schmidt, B., & Yao, J. I.-C. (2001). Seismic design and analysis of underground structures. Tunnelling and Underground Space Technology, 16, 247–293. doi:10.1016/S0886-7798(01)00051-710.1016/S0886-7798(01)00051-7
   Web of Science ®Google Scholar
• Hashash, Y. M. A., Park, D., & Yao, J. I.-C. (2005). Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures. Tunnelling and Underground Space Technology, 20, 435–441. doi:10.1016/j.tust.2005.02.00410.1016/j.tust.2005.02.004
   Web of Science ®Google Scholar
• Hoeg, K. (1968). Stresses against underground structural cylinders. Journal of the Soil Mechanics and Foundations Division, ASCE, 94, 833–858. Retrieved from http://cedb.asce.org/cgi/WWWdisplay.cgi?15493
   Google Scholar
• Kramer, S. L. (1996). Geotechnical earthquake engineering. Upper Saddle River, NJ: Prentice Hall.
   Google Scholar
• Newmark, N. M. (1968). Problems in wave propagation in soil and rock. In Proceedings of the International Symposium on Wave Propagation and Dynamic Properties of Earth Materials (pp. 7–26). Albuquerque, NM.
   Google Scholar
• Owen, G. N., & Scholl, R. E. (1981). Earthquake engineering of large underground structures (Report FHWA/RD-80/195). McLean, VA: Federal Highway Administration and National Science Foundation.
   Google Scholar
• Peck, R. B., Hendron, A. J., & Mohraz, B. (1972). State of the art in soft ground tunnelling. In Proceedings of the Rapid Excavation and Tunnelling Conference (pp. 259–286). New York, NY: American Institute of Mining, Metallurgical and Petroleum Engineers.
   Google Scholar
• Penzien, J. (2000). Seismically induced racking of tunnel linings. Earthquake Engineering and Structural Dynamics, 29, 683–691. doi:10.1002/(SICI)1096-9845(200005)29:5<683:AID-EQE932>3.0.CO;2-1
   Web of Science ®Google Scholar
• Penzien, J., & Wu, C. (1998). Stresses in linings of bored tunnels. Earthquake Engineering and Structural Dynamics, 27, 283–300. doi:10.1002/(SICI)1096-9845(199803)27:3<283:AID-EQE732>3.0.CO;2-T
   Web of Science ®Google Scholar
• Potts, D. M., & Zdravkovic, L. (1999). Finite element analysis in geotechnical engineering: Theory. London: Thomas Thelford. 10.1680/feaiget.27534
   Google Scholar
• Schwartz, C. W., & Einstein, H. H. (1980). Improved design of tunnel supports: Vol. 1 – Simplified analysis for ground–structure interaction in tunnelling (Report UMTA-MA-06-0100-80-4). Washington, DC: US Department of Transportation, Urban Mass Transportation Administration.
   Google Scholar
• St. John, C. M., & Zahrah, T. F. (1987). Aseismic design of underground structures. Tunnelling and Underground Space Technology, 2, 165–197. doi:10.1016/0886-7798(87)90011-3
   Google Scholar
• Tani, N. K., Nedjar, D., & Hamane, M. (2013). Non-linear analysis of the behaviour of buried structures in random media. European Journal of Environmental and Civil Engineering, 17, 791–801. doi:10.1080/19648189.2013.82242610.1080/19648189.2013.822426
   Web of Science ®Google Scholar
• Tomanovic, Z. (2006). Rheological model of soft rock creep based on the tests on marl. Mechanics of Time-dependent Materials, 10, 135–154. doi:10.1007/s11043-006-9005-210.1007/s11043-006-9005-2
   Web of Science ®Google Scholar
• Wang, J.-N. (1993). Seismic design of tunnels: A simple state-of-the-art design approach. New York, NY: Parsons Brinckerhoff Quade & Douglas.
   Google Scholar