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The Scientific World Journal
Volume 2013, Article ID 149706, 12 pages
Research Article

Effects of the Tip Location on Single Piles Subjected to Surcharge and Axial Loads

1Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, 1 Xikang Road, Nanjing 210098, China
2North China University of Water Resources and Electric Power, 35 Beihuan Road, Zhengzhou 450045, China

Received 6 October 2013; Accepted 24 October 2013

Academic Editors: Y. Gong and H. Moayedi

Copyright © 2013 Yaru Lv 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.

Citations to this Article [3 citations]

The following is the list of published articles that have cited the current article.

  • Fathi M. Abdrabbo, and Naema A. Ali, “Behaviour of single pile in consolidating soil,” Alexandria Engineering Journal, 2015. View at Publisher · View at Google Scholar
  • Yaru Lv, Charles W.W. Ng, Sze Yue Lam, Hanlong Liu, and Xuanming Ding, “Comparative study of Y-shaped and circular floating piles in consolidating clay,” Canadian Geotechnical Journal, pp. 1–12, 2016. View at Publisher · View at Google Scholar
  • Ping Li, Chengwen Fan, Jianying Lai, Xuanming Ding, and Ke Cheng, “Field Study on Load Transfer Mechanism of XCC Pile Raft Foundation,” Proceedings of China-Europe Conference on Geotechnical Engineering, pp. 987–991, 2018. View at Publisher · View at Google Scholar