Table of Contents Author Guidelines Submit a Manuscript
Mathematical Problems in Engineering
Volume 2013, Article ID 948917, 10 pages
http://dx.doi.org/10.1155/2013/948917
Research Article

Research on the Horizontal Displacement Coefficient of Soil Surrounding Pile in Layered Foundations by Considering the Soil Mass’s Longitudinal Continuity

1Department of Civil Engineering, Shanghai University, No. 149 Yanchang Road, Shanghai 200072, China
2College of Architecture and Engineering, Anhui Polytechnic University, Wuhu 241000, China

Received 22 April 2013; Revised 21 June 2013; Accepted 24 June 2013

Academic Editor: Zhiqiang Hu

Copyright © 2013 Yao Wen-Juan and Zhou Hua-Cong. 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. Y. Kim and S. Jeong, “Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction,” Computers and Geotechnics, vol. 38, no. 2, pp. 248–257, 2011. View at Publisher · View at Google Scholar · View at Scopus
  2. G. Zheng and L. Wang, “Effect of loading level and sequence of vertical and lateral load on bearing capacity of single pile,” Chinese Journal of Geotechnical Engineering, vol. 30, no. 12, pp. 1796–1804, 2008. View at Google Scholar · View at Scopus
  3. W.-J. Yao, W.-X. Yin, J. Chen, and Y.-Z. Qiu, “Numerical simulation of a super-long pile group under both vertical and lateral loads,” Advances in Structural Engineering, vol. 13, no. 6, pp. 1139–1151, 2010. View at Publisher · View at Google Scholar · View at Scopus
  4. W.-J. Yao, Y.-Z. Qiu, and Z.-K. Cheng, “Initial post-buckling analysis for super-long rock-socketed piles,” Chinese Journal of Geotechnical Engineering, vol. 31, no. 5, pp. 738–742, 2009. View at Google Scholar · View at Scopus
  5. W.-J. Yao, Y.-Z. Qiu, and Z.-K. Chen, “Ultimate bearing capacity analysis of a super-long rock-socketed filling pile based on catastrophe theory,” Advances in Structural Engineering, vol. 13, no. 2, pp. 331–338, 2010. View at Publisher · View at Google Scholar · View at Scopus
  6. S. Karthigeyan, V. V. G. S. T. Ramakrishna, and K. Rajagopal, “Numerical investigation of the effect of vertical load on the lateral response of piles,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 133, no. 5, pp. 512–521, 2007. View at Publisher · View at Google Scholar · View at Scopus
  7. E. Taciroglu, C. Rha, and J. W. Wallace, “A robust macroelement model for soil-pile interaction under cyclic loads,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 132, no. 10, pp. 1304–1314, 2006. View at Publisher · View at Google Scholar · View at Scopus
  8. C. Rha and E. Taciroglu, “Coupled macroelement model of soil-structure interaction in deep foundations,” Journal of Engineering Mechanics, vol. 133, no. 12, pp. 1326–1340, 2007. View at Publisher · View at Google Scholar · View at Scopus
  9. L.-Y. Wang, D.-X. Qian, and J.-W. Zhang, “Study on p-y curve method for computing laterally loaded piles under horizontal distribution loads,” in Proceedings of the International Conference on Computer Application and System Modeling (ICCASM '10), vol. 5, pp. 366–369, October 2010. View at Publisher · View at Google Scholar · View at Scopus
  10. Z. K. Cheng, “Analysis of high pile structures based on p-y curve method with consideration of interaction between pile and soil,” The Ocean Engineering, vol. 16, no. 2, pp. 73–82, 1998. View at Google Scholar
  11. J.-B. Su, G.-J. Shao, and N. Liu, “Nonlinear finite element analysis of piles under lateral load based on P-Y curves,” Rock and Soil Mechanics, vol. 27, no. 10, pp. 1781–1785, 2006. View at Google Scholar · View at Scopus
  12. H. G. Poulos, “Ground movements a hidden source of loading on deep foundations,” Deep Foundations Institute Journal, vol. 1, no. 1, pp. 37–53, 2007. View at Google Scholar
  13. H. G. Poulos, “Behavior of laterally loaded piles: I-single piles,” Journal of the Soil Mechanics and Foundations Division, vol. 97, pp. 711–731, 1971. View at Google Scholar
  14. Z. Y. Ai, Z. Q. Yue, L. G. Tham, and M. Yang, “Extended Sneddon and Muki solutions for multilayered elastic materials,” International Journal of Engineering Science, vol. 40, no. 13, pp. 1453–1483, 2002. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at MathSciNet · View at Scopus
  15. Z. Ai and M. Yang, “Extended Mindlin solution of horizontal force at a point in the interior of a layered soil,” Journal of Tongji University, vol. 28, no. 3, pp. 272–276, 2000. View at Google Scholar · View at Scopus
  16. Z. Y. Ai and J. Han, “Boundary element analysis of axially loaded piles embedded in a multi-layered soil,” Computers and Geotechnics, vol. 36, no. 3, pp. 427–434, 2009. View at Publisher · View at Google Scholar · View at Scopus
  17. C. Ming, Studies on displacement interaction factor solution and application to composite foundation with hybrid piles [Ph.D. thesis], Shanghai Jiaotong University, 2007.
  18. F.-Q. Chen and W.-D. Huang, “A modified analysis method for passive pile based on Poulos's elastic theory,” Rock and Soil Mechanics, vol. 29, no. 4, pp. 905–910, 2008. View at Google Scholar · View at Scopus
  19. Z. Yang, W. Zheren, and G. Dazhi, “Transfer matrix method for solving non axisymmetrical problems in multilayered elastic half space,” China Civil Engineering Journal, vol. 28, no. 1, pp. 66–72, 1995. View at Google Scholar
  20. L. Ga, H. Zejun, L. Weidong et al., “A precise integration approach for the dynamic-stiffness matrix of strip footings on a layered medium,” Chinese Journal of Theoretical and Applied Mechanics, vol. 44, no. 3, pp. 557–567, 2012. View at Google Scholar
  21. X. Z. Lun, A Concise Course in Elasticity, Higher Education Press, 2002.
  22. G. P. Yang and Z. M. Zhang, “Research on P-Y curve of laterally bearing piles under large displacement,” Port & Waterway Engineering, vol. 342, no. 7, pp. 40–45, 2002. View at Google Scholar