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Mathematical Problems in Engineering
Volume 2015 (2015), Article ID 404712, 7 pages
http://dx.doi.org/10.1155/2015/404712
Research Article

Application of Effective Stress Model to Analysis of Liquefaction and Seismic Performance of an Earth Dam in China

School of Earth Sciences and Engineering, Hohai University, Nanjing 210098, China

Received 17 February 2015; Accepted 17 June 2015

Academic Editor: Francesco Tornabene

Copyright © 2015 Changqing Qi et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. J. G. Gao, “Earthquake-caused-damages of reservoirs in China and countermeasures against them,” Journal of Disaster Prevention and Mitigation Engineering, vol. 23, pp. 81–91, 2003 (Chinese). View at Google Scholar
  2. H. B. Seed, P. A. De Alba, and F. I. Makdisi, “Performance of earth dams during earthquakes,” Journal of the Geotechnical Engineering Division, vol. 104, pp. 967–994, 1978. View at Google Scholar
  3. H. B. Seed, K. L. Lee, I. M. Idriss, and F. I. Makdisi, “The slides in the San Fernando dams during the earthquake of February 9, 1971,” Journal of the Geotechnical Engineering Division, vol. 101, no. 7, pp. 651–688, 1975. View at Google Scholar · View at Scopus
  4. X. Z. Ling, L. X. Wang, and H. Zhou, “Ascertainment of sand liquefaction arising from earthquake by the method of comprehensive stress: taking seismic damage to Baihe principal dam of Miyun reservoir in Beijing, China, as an example,” Earthquake Engineering and Engineering Vibration, vol. 21, pp. 99–104, 2001 (Chinese). View at Google Scholar
  5. R. Dobry and L. Alavarez, “Seismic failures of Chilean tailings dams,” Journal of the Soil Mechanics and Foundations Division, vol. 93, pp. 237–260, 1967. View at Google Scholar
  6. S. Okusa and S. Anma, “Slope failures and tailings dam damage in the 1978 Izu-Ohshima-Kinkai earthquake,” Engineering Geology, vol. 16, no. 3-4, pp. 195–224, 1980. View at Publisher · View at Google Scholar · View at Scopus
  7. E. L. Krinitzsky and M. E. Hynes, “The Bhuj, India, earthquake: lessons learned for earthquake safety of dams on alluvium,” Engineering Geology, vol. 66, no. 3-4, pp. 163–196, 2002. View at Publisher · View at Google Scholar · View at Scopus
  8. H. A. Taiebat and J. P. Carter, “A semi-empirical method for the liquefaction analysis of offshore foundations,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 24, no. 13, pp. 991–1011, 2000. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at Scopus
  9. R. D. Andrus, P. Piratheepan, B. S. Ellis, J. Zhang, and C. H. Juang, “Comparing liquefaction evaluation methods using penetration-VS relationships,” Soil Dynamics and Earthquake Engineering, vol. 24, no. 9-10, pp. 713–721, 2004. View at Publisher · View at Google Scholar · View at Scopus
  10. I. M. Idriss and R. W. Boulanger, “Semi-empirical procedures for evaluating liquefaction potential during earthquakes,” Soil Dynamics and Earthquake Engineering, vol. 26, no. 2–4, pp. 115–130, 2006. View at Publisher · View at Google Scholar · View at Scopus
  11. H. B. Seed, K. O. Cetin, R. E. S. Moss et al., “Recent advances in soil liquefaction engineering: a unified and consistent framework,” in Proceedings of the 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Keynote Presentation, Long Beach, Calif, USA, 2003.
  12. Z.-L. Wang, F. I. Makdisi, and J. Egan, “Practical applications of a nonlinear approach to analysis of earthquake-induced liquefaction and deformation of earth structures,” Soil Dynamics and Earthquake Engineering, vol. 26, no. 2–4, pp. 231–252, 2006. View at Publisher · View at Google Scholar · View at Scopus
  13. J.-M. Zhang and G. Wang, “Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm,” Acta Geotechnica, vol. 7, no. 2, pp. 69–113, 2012. View at Publisher · View at Google Scholar · View at Scopus
  14. W. F. Marcuson, “Definition of terms related to liquefaction,” Journal of the Geotechnical Engineering Division, vol. 104, pp. 1197–1200, 1978. View at Google Scholar
  15. D. S. Liyanapathirana and H. G. Poulos, “A numerical model for dynamic soil liquefaction analysis,” Soil Dynamics and Earthquake Engineering, vol. 22, no. 9–12, pp. 1007–1015, 2002. View at Publisher · View at Google Scholar · View at Scopus
  16. G. R. Martin, W. D. L. Finn, and H. B. Seed, “Fundamentals of liquefaction under cyclic loading,” ASCE Journal of the Geotechnical Engineering Division, vol. 101, no. 5, pp. 423–438, 1975. View at Google Scholar · View at Scopus
  17. P. M. Byrne, E. Naesgaard, and M. Seid-Karbasi, “Hardy lecture—analysis and design of earth structures to resist seismic soil liquefaction,” in Proceedeings of the 59th Canadian Geotechnical Conference, pp. 1–24, Vancouver, Canada, 2006.
  18. P. Byrne, “A cyclic shear-volume coupling and pore-pressure model for sand,” in Proceedings of the 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, pp. 47–55, Geotechnical Special Rublication, St. Louis, Mo, USA, 1991.
  19. Itasca Consulting Group, FLAC3D-Fast Lagrangian Analysis of Continua in Three Dimensions—User's Guide, Itasca Consulting Group, 2005.
  20. H. Puebla, P. M. Byrne, and R. Phillips, “Analysis of CANLEX liquefaction embankments: prototype and centrifuge models,” Canadian Geotechnical Journal, vol. 34, no. 5, pp. 641–657, 1997. View at Publisher · View at Google Scholar · View at Scopus
  21. GB/T 18306, Seismic Ground Motion Parameter Map of China, 2001, (Chinese).
  22. T. L. Youd and S. K. Noble, “Liquefaction criteria based on statistical and probabilistic analyses,” in Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, pp. 201–205, 1997.
  23. R. D. Andrus and K. H. Stokoe, “Liquefaction resistance of soils from shear-wave velocity,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 126, no. 11, pp. 1015–1025, 2000. View at Publisher · View at Google Scholar · View at Scopus
  24. GB 50487, Code for Engineering Geological Investigation of Water Resources and Hydropower, China Plan Publishing Company, Beijing, China, 2008, (Chinese).
  25. J. Lysmer and R. L. Kuhlemeyer, “Finite dynamic model for infinite media,” Journal of the Engineering Mechanics Division, vol. 95, no. 4, pp. 859–878, 1969. View at Google Scholar
  26. M. R. Madhav and A. M. Krishna, “Liquefaction mitigation of sand deposits by granular piles—an overview,” in Geotechnical Engineering for Disaster Mitigation and Rehabilitation: Proceedings of the 2nd International Conference GEDMAR08, Nanjing, China 30 May—2 June, 2008, pp. 66–79, Springer, Berlin, Germany, 2008. View at Publisher · View at Google Scholar
  27. M. E. Hynes-Griffin and A. G. Franklin, “Rationalizing the seismic coefficient method,” Miscellaneous Paper GL-84-13, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss, USA, 1984. View at Google Scholar