Table of Contents Author Guidelines Submit a Manuscript
Mathematical Problems in Engineering
Volume 2013, Article ID 269493, 13 pages
http://dx.doi.org/10.1155/2013/269493
Research Article

Horizontal Vibration of a Large-Diameter Pipe Pile in Viscoelastic Soil

1Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Geotechnical Research Institute, Hohai University, 1 Xikang Road, Nanjing 210098, China
2Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210098, China

Received 20 August 2013; Accepted 30 September 2013

Academic Editor: Claude Lamarque

Copyright © 2013 Changjie Zheng 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. M. Novak, “Dynamic stiffness and damping of piles,” Canadian Geotechnical Journal, vol. 11, no. 4, pp. 575–598, 1974. View at Google Scholar
  2. T. Nogami and K. Konagai, “Time domain flexural response of dynamically loaded single piles,” Journal of Engineering Mechanics, vol. 114, no. 9, pp. 1512–1525, 1988. View at Google Scholar · View at Scopus
  3. S. Yao and T. Nogami, “Lateral cycle response of pile in viscoelastic Winkler subgrade,” Journal of Engineering Mechanics, ASCE, vol. 120, no. 4, pp. 758–775, 1994. View at Google Scholar · View at Scopus
  4. T. Nogami and H. L. Chen, “Prediction of dynamic lateral response of nonlinear single-pile by using Winkler soil model,” in Experiment, Analysis, and Observation, Geotech, T. Nogami, Ed., ASCE Special Technical Publication on Dynamic Response of Pile Foundations, no. 11, pp. 39–52, Geotechnical Engineering Division, ASCE, Atlantic City, NJ, USA, 1987. View at Google Scholar
  5. T. Nogami, K. Konagai, and J. Otani, “Nonlinear pile foundation model for time-domain dynamic response analysis,” in Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo, Japan, 1988.
  6. R. K. N. D. Rajapakse and A. H. Shah, “On the longitudinal harmonic motion of an elastic bar embedded in an elastic half-space,” International Journal of Solids and Structures, vol. 23, no. 2, pp. 267–285, 1987. View at Google Scholar · View at Scopus
  7. R. K. N. D. Rajapakse and A. H. Shah, “Impedance curves for an elastic pile,” Soil Dynamics and Earthquake Engineering, vol. 8, no. 3, pp. 145–152, 1989. View at Google Scholar · View at Scopus
  8. T. Nogami and M. Novak, “Soil-pile interaction in horizontal vibration,” Earthquake Engineering and Structural Dynamics, vol. 5, pp. 263–281, 1977. View at Google Scholar
  9. T. Nogami and M. Novak, “Resistance of soil to a horizontally vibrating pile,” Earthquake Engineering and Structural Dynamics, vol. 5, pp. 249–261, 1977. View at Google Scholar
  10. H.-L. Liu, J. Chu, and A. Deng, “Use of large-diameter, cast-in situ concrete pipe piles for embankment over soft clay,” Canadian Geotechnical Journal, vol. 46, no. 8, pp. 915–927, 2009. View at Publisher · View at Google Scholar · View at Scopus
  11. H. L. Liu, C. W. W. Ng, and K. Fei, “Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: case study,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 133, no. 12, pp. 1483–1493, 2007. View at Publisher · View at Google Scholar · View at Scopus
  12. X. T. Xu, H. L. Liu, and B. M. Lehane, “Pipe pile installation effects in soft clay,” Proceedings of the Institution of Civil Engineers, vol. 159, no. 4, pp. 285–296, 2006. View at Publisher · View at Google Scholar · View at Scopus
  13. X. M. Ding, H. L. Liu, J. Y. Liu, and Y. M. Chen, “Wave propagation in a pipe pile for low-strain integrity testing,” Journal of Engineering Mechanics, vol. 137, no. 9, pp. 598–609, 2011. View at Publisher · View at Google Scholar · View at Scopus
  14. E. Y. F. Liu, “Prevention of cracking for large diameter concrete pipe piles,” in 8th International Conference on the Application of Stress-Wave Theory to Piles, pp. 277–281, Lisbon, Portugal, 2008.
  15. R. Liu, S.-W. Yan, and Z.-H. Li, “Soil plug effect prediction and pile driveability analysis for large-diameter steel piles in ocean engineering,” China Ocean Engineering, vol. 23, no. 1, pp. 107–118, 2009. View at Google Scholar · View at Scopus
  16. M. Achmus, K. Abdel-Rahman, and Y.-S. Kuo, “Numerical modelling of large diameter steel piles under monotonic and cyclic horizontal loading,” in Proceedings of the 10th International Symposium on Numerical Models in Geomechanics (NUMOG '07), pp. 453–459, Rhodes, Greece, April 2007. View at Scopus