572
Views
21
CrossRef citations to date
0
Altmetric
Original Articles

Seismic Performance Levels of a Large Underground Subway Station in Different Soil Foundations

, , ORCID Icon, , & ORCID Icon
Pages 2808-2833 | Received 17 Mar 2019, Accepted 29 Jul 2019, Published online: 09 Sep 2019

References

  • Abate, G., Massimino, M. R. and Maugeri, M. [2015] “Numerical modelling of centrifuge tests on tunnel–soil systems,” Bulletin of Earthquake Engineering 13(7), 1927–1951. doi:10.1007/s10518-014-9703-0.
  • Anderson, J. G., Bodin, P., Brune, J. N., et al. [1986] “Strong ground motion from the Michoacan, Mexico, earthquake,” Science 233(4768), 1043–1049. doi:10.1126/science.233.4768.1043.
  • Azadi, M., Hosseini S M M M. [2010] “Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds,” Tunnelling and Underground Space Technology 25(5), 543–552. doi:10.1016/j.tust.2010.03.003.
  • Bilotta, E., Lanzano, G., Madabhushi, S. P. G., et al. [2014] “A numerical Round Robin on tunnels under seismic actions,” Acta Geotechnica 9(4), 563–579. doi:10.1007/s11440-014-0330-3.
  • Chen, Z. Y., Chen, W., Li, Y. Y. and Yuan, Y. [2016] “Shaking table test of a multi-story subway station under pulse-like ground motions,” Soil Dynamics and Earthquake Engineering 82, 111–122. doi:10.1016/j.soildyn.2015.12.002.
  • Chen, Z. Y., Liang, S. B. and He, C. [2018] “Effects of different coherency models on utility tunnel through shaking table test,” Journal of Earthquake Engineering. 1–22.
  • Dassault Systèmes Simulia Corp. [2013] Analysis User’s Guide of Abaqus 6.13, Published by Dassault Systèmes Simulia Corp., Providence, RI, USA.
  • H B, L. and Ling, H. I. [2008] “Constitutive description of interface behavior including cyclic loading and particle breakage within the framework of critical state soil mechanics,” International Journal for Numerical and Analytical Methods in Geomechanics 32(12), 1495–1514. doi:10.1002/nag.682.
  • Hardin, B. O. and Drnevich, V. P. [1972] “Shear modulus and damping in soils design equations and curves,” Journal of Soil Mechanics and Foundation, ASCE 98(7), 603–642.
  • Hashash, Y. M. A., Hook, J. J., Schmidt, B., et al. [2001] “Seismic design and analysis of underground structures,” Tunnelling and Underground Space Technology 16(4), 247–293.
  • Iida, H., Hiroto, T., Yoshida, N., et al. . [1996] “Damage to Daikai subway station. Soils and foundations, special issue on geotechnical aspects of the January 17 1995 Hyogoken–Nambu earthquake,” Japanese Geotechnical Society 36, 283–300.
  • Jeeho, L. and Fenves, G. L. [1998] “Plastic–damage model for cyclic loading of concrete structures,” Journal of Engineering Mechanics 124(4), 892–900.
  • Kang, G. C., Tobita, T. and Iai, S. [2014] “Seismic simulation of liquefaction–induced uplift behavior of a hollow cylinder structure buried in shallow ground,” Soil Dynamics and Earthquake Engineering 64, 85–94. doi:10.1016/j.soildyn.2014.05.006.
  • Kawashima, K. [2000] “Seismic design of underground structures in soft ground,” in Proceedings of the International Symposium on Tunneling in Difficult Ground Conditions, ed. O. Kusakabe, K. Fujita, Y. Miyazaki, Tokyo, Japan, pp. 3–20.
  • Kontogianni, V. A. and Stiros, S. C. [2003] “Earthquakes and seismic faulting: effects on tunnels,” Turkish Journal of Earth Sciences 12(1), 153–156.
  • Kuesel, T. R. [1969] “Earthquake design criteria for subways,” Journal of the Structural Division 95, 1213–1231.
  • Liao, Z. P. [2002] Introduction to Wave Motion Theories in Engineering, Science Publishers, Beijing.
  • Lin, G., Luo, S. P. and Ni, J. [2009] “Damages of metro structures due to earthquake and corresponding treatment measures,” Modern Tunnelling Technology 46(4), 36–41. (in Chinese).
  • Liu, H. B., Song, E. X. and Ling, H. I. [2006] “Constitutive modelling of soil–structure interface through the concept of critical state soil mechanics,” Mechanics Research Communications 33(4), 515–531. doi:10.1016/j.mechrescom.2006.01.002.
  • Liu, H. B., Zou, D. G. and Liu, J. M. [2014] “Constitutive modelling of dense gravelly soils subjected to cyclic loading,” International Journal for Numerical and Analytical Methods in Geomechanics 38(14), 1503–1518. doi:10.1002/nag.2269.
  • Liu, J. B. and Li, B. [2005] “A three dimensional visco-elastic uniform artificial boundary for static and dynamic together,” Scientia Sinica (Technologica) 35(9), 966–980.
  • Lou, M. L., Wang, W. J. and Zhu, T. [2000] “Soil lateral boundary effect in shaking table model test of soil–structure system,” Earthquake Engineering and Engineering Vibration 20(2), 30–36. (in Chinese).
  • Martin, P. P. and Seed, H. B. [1982] “One dimensional dynamic ground response analysis,” Journal of Geotechnical Engineering, ASCE 108(7), 935–954.
  • Miao, Y., Li, W., Lv, J. H., et al. [2013] “Distance transformation for the numerical evaluation of nearly singular integrals on triangular elements,” Engineering Analysis with Boundary Elements 37(10), 1311–1317. doi:10.1016/j.enganabound.2013.06.009.
  • Miao, Y., Sun, T. C., Zhu, H. P., et al. [2014] “A new model for the analysis of reinforced concrete members with a coupled HdBNM/FEM,” Applied Mathematical Modelling 38, 5582–5591. doi:10.1016/j.apm.2014.04.046.
  • Moss, R. E. S. and Crosariol, V. A. [2013] “Scale model shake table testing of an underground tunnel cross section in soft clay,” Earthquake Spectra 29(4), 1413–1440. doi:10.1193/070611EQS162M.
  • Nishiyama, S., Muroya, K., Haya, H., et al. [1999] “Seismic design of cut and cover tunnel based on damage analyses and experimental studies,” Quarterly Report of RTRI 40(3), 158–164. doi:10.2219/rtriqr.40.158.
  • Ohtomo, K., Suehiro, T., Kawai, T., et al. [2001] “Research on streamlining seismic safety evaluation of underground reinforced concrete duct–type structures in nuclear power stations—Part–2. Experimental aspects of laminar shear sand box excitation tests with embedded RC models,” Transactions SMiRT 16, 1298.
  • Okamoto, S., Tamura, C., Kato, K., et al. [1973] “Behaviors of submerged tunnels during earthquakes,” in Proceedings of the Fifth World Conference on Earthquake Engineering, Rome, Italy, 25–29 June 1973, pp. 544–553.
  • Prévost, J. H. [1977] “Mathematical modelling of monotonic and cyclic undrained clay behaviour,” International Journal for Numerical & Analytical Methods in Geomechanics 1(2), 195–216. doi:10.1002/nag.1610010206.
  • Seed, H. B. and Idriss, I. M. Soil moduli and damping factors for dynamic response analysis. Report EERC70-10. [1970].
  • Sharma, S. and Judd, W. R. [1991] “Underground opening damage from earthquakes,” Engineering Geology 30(3–4), 263–276. doi:10.1016/0013-7952(91)90063-Q.
  • Singh, S. K., Mena, E. and Castro, R. [1988] “Some aspects of source characteristics of the 19 September 1985 Michoacan earthquake and ground motion amplification in and near Mexico City from strong motion data,” Bulletin of the Seismological Society of America 78(2), 451–477.
  • Tamari, Y. and Towhata, I. [2003] “Seismic soil–structure interaction of cross sections of flexible underground structures subjected to soil liquefaction,” Journal of the Japanese Geotechnical Society 43(2), 69–87.
  • Wang, Q., Zheng, J. J., Miao, Y., et al. [2011] “The multi–domain hybrid boundary node method for 3D elasticity,” Engineering Analysis with Boundary Elements 35(6), 803–810. doi:10.1016/j.enganabound.2011.01.002.
  • Yoshida, N. and Nakamura, S. [1996] “Damage to Daikai subway station during the 1995 Hyogoken–Nunbu earthquake and its investigation,” in Proceedings of Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, 24–29 June 1996 2151, 283–300.
  • Yu, H. T., Yuan, Y., G P, X., et al. [2018] “Multi–point shaking table test for long tunnels subjected to non–uniform seismic loadings – Part II: application to the HZM immersed tunnel,” Soil Dynamics and Earthquake Engineering 108, 177–186. doi:10.1016/j.soildyn.2016.08.017.
  • Yuan, Y., H T, Y., Li, C., et al. [2018] “Multi–point shaking table test for long tunnels subjected to non–uniform seismic loadings – Part I: theory and validation,” Soil Dynamics and Earthquake Engineering 108, 187–195. doi:10.1016/j.soildyn.2016.08.017.
  • Zhao, H. L., Yu, H. T., Yuan, Y., Li, P. and Chen, J. T. [2019] “Cyclic loading behavior of a repaired subway station after fire exposure,” Tunnelling and Underground Space Technology 84, 210–217. doi:10.1016/j.tust.2018.11.020.
  • Zhuang, H. Y. and Chen, G. X. [2006] “A viscous–plastic model for soft soil under cyclic loadings,” in Geotechnical Special Publication of ASCE, Soil and Rock Behavior and Modelling– Proceedings of the Geo–Shanghai Conference, Shanghai, China, 6–8 June 2006 150, 343–350.
  • Zhuang, H. Y., Chen, G. X., Hu, Z. H., et al. [2016] “Influence of soil liquefaction on the seismic response of a subway station in model tests,” Bulletin of Engineering Geology and the Environment 75(3), 1169–1182. doi:10.1007/s10064-015-0777-y.
  • Zhuang, H. Y., Chen, G. X. and Zhu, D. H. [2008] “Dynamic visco-plastic memorial nested yield surfacemodel of soil[J],” Frontiers of Structural and Civil Engineering 2(1), 49–55.
  • Zhuang, H. Y., Hu, Z. H., Wang, X. J., et al. [2015] “Seismic responses of a large underground structure in liquefied soils by FEM numerical modelling,” Bulletin of Earthquake Engineering 13(12), 3645–3668. doi:10.1007/s10518-015-9790-6.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.