›› 2002, Vol. 23 ›› Issue (5): 592-596.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical iteration method for determining load-settlement relationship of a single pile

XIAo Hong-bin1,2, ZHONG Hui-hong2, ZHANG Yi-jing2, Wang Yong-he1   

  1. 1. CentralSouth University, Changsha 410075, Chian;. 2. Zhuzhou Institute of Technology, Zhuzhou 412008, China
  • Received:2001-08-19 Online:2002-10-10 Published:2016-09-04

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Abstract: A numerical iteration method for determining load-settlement relationship of a single pile is developed considering the pile-soil(or rock) interaction. The P-S curve of such a pile is obtained and can be used for calculating the load bearing capacity of the pile.Comparison between the results obtained by the proposed method and the measured data is made; and close agreement has been found. It is shown that the proposed method is theoretically reliable, simple in application and useful in practice.

Key words: transfer function, numerical simulation, interaction

CLC Number: 

  • 0241
  • 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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