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Mathematical Problems in Engineering
Volume 2014 (2014), Article ID 410390, 9 pages
http://dx.doi.org/10.1155/2014/410390
Research Article

Consolidation by Prefabricated Vertical Drains with a Threshold Gradient

1Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China
2Faculty of Architectural Civil Engineering and Environment, Ningbo University, Ningbo 315211, China

Received 6 August 2014; Accepted 1 December 2014; Published 16 December 2014

Academic Editor: Yuming Qin

Copyright © 2014 Xiao Guo 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. R. A. Barron, “Consolidation of fine-grained soils by drain wells,” Transactions of the American Society of Civil Engineers, vol. 113, pp. 718–742, 1948. View at Google Scholar
  2. H. Yoshikuni and H. Nakanodo, “Consolidation of soils by vertical drain wells with finite permeability,” Soils Found, vol. 14, no. 2, pp. e35–e46, 1974. View at Google Scholar
  3. S. Hansbo, “Consolidation of fine-grained soils by prefabricated drains,” in Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, A. A. Balkema, Ed., vol. 3, pp. 677–682, Stockholm, Sweden, 1981.
  4. A. Onoue, “Consolidation by vertical drains taking well resistance and smear into consideration,” Soils and Foundations, vol. 28, no. 4, pp. 165–174, 1988. View at Publisher · View at Google Scholar · View at Scopus
  5. G. X. Zeng and K. H. Xie, “New development of the vertical drain theories,” in Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, vol. 2, pp. 1435–1438, Rio de Janeiro, Brazil, 1989.
  6. C. J. Leo, “Equal strain consolidation by vertical drains,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 130, no. 3, pp. 316–327, 2004. View at Publisher · View at Google Scholar · View at Scopus
  7. C. Rujikiatkamjorn and B. Indraratna, “Design procedure for vertical drains considering a linear variation of lateral permeability within the smear zone,” Canadian Geotechnical Journal, vol. 46, no. 3, pp. 270–280, 2009. View at Publisher · View at Google Scholar · View at Scopus
  8. C. Y. Ong, J. C. Chai, and T. Hino, “Degree of consolidation of clayey deposit with partially penetrating vertical drains,” Geotextiles and Geomembranes, vol. 34, pp. 19–27, 2012. View at Publisher · View at Google Scholar · View at Scopus
  9. S. Artidteang, D. T. Bergado, J. Saowapakpiboon, N. Teerachaikulpanich, and A. Kumar, “Enhancement of efficiency of prefabricated vertical drains using surcharge, vacuum and heat preloading,” Geosynthetics International, vol. 18, no. 1, pp. 35–47, 2011. View at Publisher · View at Google Scholar · View at Scopus
  10. B. Indraratna, C. Rujikiatkamjorn, J. Ameratunga, and P. Boyle, “Performance and prediction of vacuum combined surcharge consolidation at Port of Brisbane,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 137, no. 11, pp. 1009–1018, 2011. View at Publisher · View at Google Scholar · View at Scopus
  11. R. J. Miller and P. F. Low, “Threshold gradient for water flow in clay system,” Proceedings of Soil Science Society of America, vol. 27, no. 6, pp. 605–609, 1963. View at Publisher · View at Google Scholar
  12. J. Byerlee, “Friction, overpressure and fault normal compression,” Geophysical Research Letters, vol. 17, no. 12, pp. 2109–2112, 1990. View at Publisher · View at Google Scholar · View at Scopus
  13. S. Hansbo, Consolidation of Clay with Special Reference to Influence of Vertical Sand Drains, vol. 18, Swedish Geotechnical Institute, 1960.
  14. S. Hansbo, “Aspects of vertical drain design: Darcian or non-Darcian flow,” Geotechnique, vol. 47, no. 5, pp. 983–992, 1997. View at Publisher · View at Google Scholar · View at Scopus
  15. H. W. Olsen, “Deviation from Darcys law in saturated clays,” Proceedings of Soil Science Society of America, vol. 29, no. 2, pp. 135–140, 1965. View at Google Scholar
  16. J. K. Mitchell, Fundamentals of Soil Behaviour, John Wiley & Sons, New York, NY, USA, 1976.
  17. G. Imai and Y.-X. Tang, “Constitutive equation of one-dimensional consolidation derived from inter-connected tests,” Soils and Foundations, vol. 32, no. 2, pp. 83–96, 1992. View at Publisher · View at Google Scholar · View at Scopus
  18. F. Tavenas, P. Leblond, P. Jean, and S. Leroueil, “The permeability of natural soft clays. Part I: methods of laboratory measurement,” Canadian Geotechnical Journal, vol. 20, no. 4, pp. 629–644, 1983. View at Publisher · View at Google Scholar · View at Scopus
  19. F. Pascal, H. Pascal, and D. W. Murray, “Consolidation with threshold gradients,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 5, no. 3, pp. 247–261, 1981. View at Publisher · View at Google Scholar · View at Scopus
  20. K.-H. Xie, K. Wang, Y.-L. Wang, and C.-X. Li, “Analytical solution for one-dimensional consolidation of clayey soils with a threshold gradient,” Computers and Geotechnics, vol. 37, no. 4, pp. 487–493, 2010. View at Publisher · View at Google Scholar · View at Scopus
  21. R. Kim, S.-J. Hong, M.-J. Lee, and W. Lee, “Time dependent well resistance factor of PVD,” Marine Georesources and Geotechnology, vol. 29, no. 2, pp. 131–144, 2011. View at Publisher · View at Google Scholar · View at Scopus