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The Scientific World Journal
Volume 2014 (2014), Article ID 325759, 11 pages
http://dx.doi.org/10.1155/2014/325759
Research Article

Examination of the Behavior of Gravity Quay Wall against Liquefaction under the Effect of Wall Width and Soil Improvement

1Department of Civil & Structural Engineering, Universiti Kebangsan Malaysia (UKM), 43600 Bangi, Selangor, Malaysia
2Department of Civil & Structural Engineering, Amirkabir University of Technology, Tehran, Iran

Received 13 February 2014; Revised 18 May 2014; Accepted 2 June 2014; Published 8 July 2014

Academic Editor: Deepankar Choudhury

Copyright © 2014 Ali Akbar Firoozi 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. “JGS: liquefaction-induced flow of ground and its effect to structures,” Lecture course, Tsuchi-to-Kiso , 47-5 to 46-4, 1999.
  2. M. Hamada, S. Yasuda, R. Isoyama, and K. Emoto, “Observation of permanent displacements induced by soil liquefaction,” Journal of Geotechnical Engineering, Proceedings of JSCE 376/III-6, pp. 211–220, 1986. View at Google Scholar
  3. S. M. Mirhosseini, Soil Dynamics, Publishing House of the International Research Center for Seismology & Earthquake Engineering, Tehran, Iran, 1993.
  4. R. Richards and D. G. Elms, “Seismic behavior of gravity retaining walls,” ASCE Journal of the Geotechnical Engineering Division, vol. 105, no. 4, pp. 449–464, 1979. View at Google Scholar · View at Scopus
  5. S. Madabhushi and X. Zeng, “Seismic response or gravity quay walls. II: numerical modeling,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 124, no. 5, pp. 418–427, 1998. View at Publisher · View at Google Scholar · View at Scopus
  6. P. A. Cundall, W. Roth, and R. Scott, “Fast lagrangian analysis of continua manual,” online manual. 2001.
  7. 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, vol. 1, pp. 47–55, St. Louis, Mo, USA, 1991.
  8. G. R. Martin, W. D. L. Finn, and H. B. Seed, “Fundamentals of liquefaction under cyclic loading,” Journal of Geotechnic Division ASCE, vol. 101, no. 5, pp. 423–438, 1975. View at Google Scholar · View at Scopus
  9. C. P. Liou, F. E. Richart Jr., and V. L. Streeter, “Numerical model for liquefaction,” Journal of the Geotechnical Engineering Division, ASCE, vol. 103, no. 6, pp. 589–606, 1977. View at Google Scholar · View at Scopus
  10. W. D. L. Finn, K. W. Lee, and G. R. Martin, “An effective stress model for liquefaction,” ASCE Journal of the Geotechnical Engineering Division, vol. 103, no. 6, pp. 513–533, 1977. View at Google Scholar
  11. C. A. Katsikas and E. B. Wylie, “Sand liquefaction: inelastic effective stress model.,” Journal of the Geotechnical Engineering Division, ASCE, vol. 108, no. 1, pp. 63–81, 1982. View at Google Scholar · View at Scopus
  12. C. S. Desai, “Evaluation of liquefaction using disturbed state and energy approaches,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 126, no. 7, pp. 618–631, 2000. View at Publisher · View at Google Scholar · View at Scopus
  13. 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
  14. K. L. Lee and H. B. Seed, “Cyclic stress conditions causing liquefaction of sand,” Journal of the Soil Mechanics and Foundations Engineering Division, vol. 93, no. 1, pp. 47–70, 1967. View at Google Scholar
  15. A. Elgamal, M. Zeghal, and E. Parra, “Liquefaction of reclaimed island in Kobe, Japan,” Journal of Geotechnical Engineering, vol. 122, no. 1, Article ID 10630, pp. 39–49, 1996. View at Publisher · View at Google Scholar · View at Scopus
  16. S. A. Ashford, K. M. Rollins, and D. Lane, “Blast-induced liquefaction for full scale foundation testing,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, vol. 130, no. 8, pp. 798–806, 2004. View at Publisher · View at Google Scholar
  17. H. B. Seed and I. M. Idriss, SoilLiquefaction during Earthquakes, Engineering Monograph, Earthquake Engineering and Research Institute, Oakland, Calif, USA, 1982.
  18. K. Tokimatsu and H. B. Seed, “Evaluation of settlement in sand due to earthquake shaking,” Journal of the Geotechnical Engineering Division, vol. 113, no. 8, pp. 861–878, 1987. View at Publisher · View at Google Scholar · View at Scopus
  19. P. K. Robertson and C. E. Wride, “Evaluating cyclic liquefaction potential using the cone penetration test,” Canadian Geotechnical Journal, vol. 35, no. 3, pp. 442–459, 1998. View at Publisher · View at Google Scholar · View at Scopus
  20. T. L. Youd and I. M. Idriss, “Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 127, no. 4, pp. 297–313, 2001. View at Publisher · View at Google Scholar · View at Scopus
  21. I. M. Idriss and R. W. Boulanger, “Semi-empirical procedures for evaluating liquefaction potential during earthquakes,” in Proceedings of the 11th International Conference on Soil Dynamics & Earthquake Engineering & 3rd International Conference on Earthquake Geotechnical Engineering, pp. 32–56, Berkeley, Calif, USA, 2004.
  22. K. M. Rollins and H. B. Seed, “Influence of buildings on potential liquefaction damage,” Journal of Soil Mechanics and Foundations Engineering Division, vol. 116, no. 2, pp. 165–185, 1990. View at Publisher · View at Google Scholar · View at Scopus
  23. W. H. Peacock and H. B. Seed, “Sand liquefaction under cyclic loading simple shear conditions,” Journal of the Soil Mechanics and Foundations Division, vol. 94, pp. 689–708, 1968. View at Google Scholar
  24. J. P. Mulilis, C. K. Chan, and H. B. Seed, “The effects of method of sample preparation on the cyclic stress strain behavior of sands,” Report 75-18, Environmental Engineering Research Council, 1975. View at Google Scholar
  25. M. E. Hynes and R. Olsen, “Influence of confining stress on liquefaction resistance,” in Proceedings of the International Symposium on the Physics and Mechanics of Liquefaction, pp. 145–152, Balkema, 1998.
  26. H. B. Seed and I. M. Idriss, “Simplified procedure for evaluating soil liquefaction potential,” Journal of Geotechnic Division, vol. 97, no. 9, pp. 1249–1273, 1971. View at Google Scholar
  27. K. Ishihara and H. Takatsu, “Effects of over-consolidation and K0 conditions on the liquefaction characteristics of sands,” Soils and Foundations, vol. 19, no. 4, pp. 59–68, 1979. View at Publisher · View at Google Scholar · View at Scopus