PREDICTING ULTIMATE BEARING CAPACITY OF SINGLE PILE USING ANFIS AND RELIABILITY ANALYSIS

Zheng Rong-yue; Wu Song; Wang Neng-jun

doi:10.13204/j.gyjz200606020

Volume 36 Issue 6

Dec. 2014

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Zheng Rong-yue, Wu Song, Wang Neng-jun. PREDICTING ULTIMATE BEARING CAPACITY OF SINGLE PILE USING ANFIS AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 70-76. doi: 10.13204/j.gyjz200606020

Citation:

Zheng Rong-yue, Wu Song, Wang Neng-jun. PREDICTING ULTIMATE BEARING CAPACITY OF SINGLE PILE USING ANFIS AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 70-76. doi: 10.13204/j.gyjz200606020

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PREDICTING ULTIMATE BEARING CAPACITY OF SINGLE PILE USING ANFIS AND RELIABILITY ANALYSIS

doi: 10.13204/j.gyjz200606020

1.
Faculty of Architecture,Civil Engineering and Environment,Ningbo University Ningbo 315211

Received Date: 2005-08-17
Publish Date: 2006-06-20

Abstract

Abstract

Based on the strong learning ability and fuzzy logic function of ANFIS, a method for predicting vertical ultimate bearing capacity of single pile is presented. In this model data on static tests are trained and predicted. It is showed that the method is feasible and effective. Based on provided method, a reliability analysis of bearing capacity of single pile is made by utilizing the limit state equation of dimensionless random variables. The index of reliability of the single pile is calculated with the optimization method. Finally, a reliability design method of single pile is presented.
- ANFIS,
- ultimate bearing capacity of single pile,
- optimization method,
- reliability design method