DOI QR코드

DOI QR Code

Reliability analysis of tunnels with consideration of the earthquakes extreme events

  • Azadi, Mohammad (Department of Civil Engineering, Qazvin Branch, Islamic Azad University) ;
  • Ghasemi, S. Hooman (Department of Civil Engineering, Qazvin Branch, Islamic Azad University) ;
  • Mohammadi, Mohammadreza (Department of Civil Engineering, Qazvin Branch, Islamic Azad University)
  • 투고 : 2019.04.17
  • 심사 : 2020.07.31
  • 발행 : 2020.09.10

초록

Tunnels are one of the most important constructions in civil engineering. The damage to these structures caused enormous costs. Therefore, the safe and economic design of these structures has long been considered. However, both applied loads on the tunnels as well as the resistance of the structural members are naturally uncertain parameters, hence, the design of these structures requires considering the probabilistic approaches. This study aims to determine the load and resistant factors of lining tunnels concerning the earthquake extreme events limit state function. For this purpose, tunnels that have been designed according to the previous design codes (AASHTO Tunnel LRFD 2017) and using reliability analysis, the optimum reliability of these structures for different loading scenarios is determined. In this paper, the tunnel is considered circular. Finally, the proper load and resistance factors are calculated corresponding to the obtained target reliability. Based on the performed calibration earthquake extreme events limit state function, the result of this study can be recommended to AASHTO Tunnel LRFD 2017.

키워드

참고문헌

  1. AASHTO LRFD (2017), Tunnel Design and Construction Guide Specifications.
  2. Ashtari, P. and Ghasemi, S.H. (2013), "Seismic design of structures using modified nonstationary critical excitation", Earthq. Struct., 4(4), 383-396. http://doi.org/10.12989/eas.2013.4.4.383.
  3. Argyroudis, S., Tsinidis, G., Gatti, F. and Pitilakis, K. (2017), "Effects of SSI and lining corrosion on the seismic vulnerability of shallow circular tunnels", Soil Dyn. Earthq. Eng., 98, 244-256. https://doi.org/10.1016/j.soildyn.2017.04.016.
  4. Banerjee, S.K. and Chakraborty, D. (2017), "Stability analysis of a circular tunnel underneath a fully liquefied soil layer", Tunn. Undergr. Sp. Technol., 78, 84-94. https://doi.org/10.1016/j.tust.2018.04.024.
  5. Bao, X., Xia, Z., Ye, G., Fu, Y. and Su, D. (2017), "Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground", Tunn. Undergr. Sp. Technol., 66, 91-106. https://doi.org/10.1016/j.tust.2017.04.005.
  6. Cheng, H.Z., Chen, J., Chen, R.P. and Chen, G.L. (2019), "Reliability study on shield tunnel face using a random limit analysis method in multilayered soils", Tunn. Undergr. Sp. Technol., 84, 353-363. https://doi.org/10.1016/j.tust.2018.11.038.
  7. Ellingwood, B. (2008), Development of a probability-based load criterion for American National Standard A58, Building code requirements for minimum design loads in buildings and other structures, US Department of Commerce, National Bureau of Standards.
  8. Ghasemi, S.H. and Nowak, A.S. (2018), "Reliability analysis of circular tunnel with consideration of the strength limit state", Geomech. Eng., 15(3), 879-888. https://doi.org/10.12989/gae.2018.15.3.879.
  9. Ghasemi, S.H. and Nowak, A.S. (2017), "Target reliability for bridges with consideration of ultimate limit state", Eng. Struct., 152, 226-237. https://doi.org/10.1016/j.engstruct.2017.09.012.
  10. Ghasemi, S.H., Nowak, A.S. and Parastesh, H. (2016), "Statistical parameters of in-a-lane multiple truck presence and a new procedure to analyze the lifetime of bridges", Struct. Eng. Int., 26(2), 150-159. https://doi.org/10.2749/101686616X14555428758849.
  11. Ghasemi, S.H. and Nowak, A.S. (2016a), "Reliability analysis for serviceability limit state of bridges concerning deflection criteria", Struct. Eng. Int., 26(2), 168-175. https://doi.org/10.2749/101686616X14555428758722.
  12. Ghasemi, S.H. and Nowak, A.S. (2016b), "Mean maximum values of non-normal distributions for different time periods", Int. J. Reliabil. Safety, 10(2), 99-109. https://doi.org/10.1504/IJRS.2016.078381.
  13. Ghasemi, S.H. and Ashtari, P. (2014), "Combinatorial continuous non-stationary critical excitation in MDOF structures using multi-peak envelope functions", Earthq. Struct., 7(6), 895-908. http://doi.org/10.12989/eas.2014.7.6.895.
  14. Ghasemi, S.H. and Nowak, A.S. and Ashtari, P. (2013), "Estimation of the resonance-response factor regarding to the critical excitation methods", Proceedings of the 11th International Conference on Structural Safety & Reliability, ICOSSAR, New York, U.S.A.
  15. Hamrouni, A., Dias, D. and Sbartai, B. (2017), "Reliability analysis of shallow tunnels using the response surface methodology", Undergr. Sp., 2(4), 246-258. https://doi.org/10.1016/j.undsp.2017.11.003.
  16. Hosseini, P., Ghasemi, S.H., Jalayer, M. and Nowak, A.S. (2019), "Performance-based reliability analysis of bridge pier subjected to vehicular collision: Extremity and failure", Eng. Fail. Anal., 106, 104176. https://doi.org/10.1016/j.engfailanal.2019.104176.
  17. Hu, J., Chen, Q. and Liu, H. (2018), "Relationship between earthquake-induced uplift of rectangular underground structures and the excess pore water pressure ratio in saturated sandy soils", Tunn. Undergr. Sp. Technol., 79, 35-51. https://doi.org/10.1016/j.tust.2018.04.039.
  18. Kroetz, H.M., Do, N.A., Dias, D. and Beck, A.T. (2018), "Reliability of tunnel lining design using the hyperstatic reaction method", Tunn. Undergr. Sp. Technol., 77, 59-67. https://doi.org/10.1016/j.tust.2018.03.028.
  19. Li, X., Zhou, X., Hong, B. and Zhu, H. (2019), "Experimental and analytical study on longitudinal bending behavior of shield tunnel subjected to longitudinal axial forces", Tunn. Undergr. Sp. Technol., 86, 128-137. https://doi.org/10.1016/j.tust.2019.01.011.
  20. National Corporative Highway Research Program (2002), NCHRP 12-89, Report No. 483.
  21. Nguyen, D.D., Park, D., Shamsher, S., Nguyen, V.Q. and Lee, T.H. (2019), "Seismic vulnerability assessment of rectangular cutand-cover subway tunnels", Tunn. Undergr. Sp. Technol., 86, 247-261. https://doi.org/10.1016/j.tust.2019.01.021.
  22. Patil, M., Choudhury, D., Ranjith, P.G. and Zhao, J. (2018), "Behavior of shallow tunnel in soft soil under seismic conditions", Tunn. Undergr. Sp. Technol., 82, 30-38. https://doi.org/10.1016/j.tust.2018.04.040.
  23. Soltani, M.H., Ghasemi, S.H, Soltani, A., Lee, J.Y., Nowak, A.S. and Jalilkhani, M., (2020), "State-of-the-art reliability analysis of structural drift control corresponding to the critical excitations", J. Earthq. Eng., In Press.
  24. Tiwari, G., Pandit, B., Latha, G.M. and Babu, G.S. (2017), "Probabilistic analysis of tunnels considering uncertainty in peak and post-peak strength parameters", Tunn. Undergr. Sp. Technol., 70, 375-387. https://doi.org/10.1016/j.tust.2017.09.013.
  25. Tsinidis, G. (2017), "Characteristics of rectangular tunnels in soft soil subjected to transversal ground shaking", Tunn. Undergr. Sp. Technol., 62, 1-22. https://doi.org/10.1016/j.tust.2016.11.003.
  26. Wang, G., Yuan, M., Miao, Y., Wu, J. and Wang, Y. (2018), "Experimental study on seismic response of underground tunnel-soil-surface structure interaction system", Tunn. Undergr. Sp. Technol., 76, 145-159. https://doi.org/10.1016/j.tust.2018.03.015.
  27. Zhang, X., Jiang, Y. and Sugimoto, S. (2018), "Seismic damage assessment of mountain tunnel: A case study on the Tawarayama tunnel due to the 2016 Kumamoto Earthquake", Tunn. Undergr. Sp. Technol., 71,138-148. https://doi.org/10.1016/j.tust.2017.07.019.