›› 2003, Vol. 24 ›› Issue (6): 1065-1069.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of pile-soil load transfer behavior of self-balanced pile

DAI Guo-liang1, GONG Wei-ming1, LIU Xin-liang2   

  1. 1. College of Civil Engineering, Southeast University, Nanjing 210096, China; 2. Jiangsu Electric Power Design Institute, Nanjing 210008, China
  • Received:2002-07-05 Online:2003-12-10 Published:2014-08-19

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Abstract: Self-balanced method was adopted for three piles static testing; at the same time, the axial forces of the three piles were measured by stress gauge. And the pile-soil load transfer behavior of the three piles tested by this method, is analyzed. Finally, the self-balanced results were converted to equivalent pile head load-settlement curves with both the precise and the approximate methods respectively; and the comparison between them is carried out too.

Key words: self-balanced method, load transfer, friction resistance

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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