›› 2003, Vol. 24 ›› Issue (1): 83-87.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Reliability research on bearing capacity of single bored pile

DENG Zhi-yong1，2，LU Pei-yi2，WANG Cheng-hua2   

  1. 1. Shanghai Geotechnical Investigation and Design Institute, Shanghai 200002， China ; 2. School of Constructional Engineering, Tianjin University, Tianjin 300072, China
  • Received:2001-11-06 Online:2003-02-10 Published:2014-08-27

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Abstract: Based on the static test data of bored piles in Tianjin, a reliability analysis of the bearing capacity of single bored pile is made by utilizing the limit state equation of dimensionless random variables. The index of reliability of the single bored pile is calculated with both JC method and Monte Carlo method. The influence factors on the reliability index are also analyzed. Finally, the resistance partial factor is determined by utilizing optimization method.

Key words: bored piles, ultimate bearing capacity, index of reliability, partial factor

CLC Number: 

  • TU 473.1+4
  • 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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