JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2016, Vol. 33 ›› Issue (1): 121-125.DOI: 10.11988/ckyyb.20140601

• ROCK-SOIL ENGINEERING • Previous Articles     Next Articles

Prediction on Axial Force of Pile Group in BridgeFoundation Based on ACO-SVM

HUANG Wei-jie1,WU Ye2,CHEN Zhi-jian1,YU Jun-ping1   

  1. 1.School of Earth Science and Engineering,Hohai University,Nanjing 210098,China;
    2.School of Materials Science and Engineering,Southeast University,Nanjing 211189,China
  • Received:2014-07-21 Online:2016-01-20 Published:2016-01-20

Abstract: As for large-scale pile group foundation with deep water, relationship between axial force of pile shaft and environmental factor is complex and nonlinear due to complex environment. In light of advantages of support vector machine(SVM) method in solving small sample size, nonlinearity, and high dimension, we use the method to analyze measured data of axial force in pile group foundation of Suzhou-Nantong bridge, and to predict axial force for a period. Then, we look for optimal parameters by using ant colony optimization(ACO) and establish ACO-SVM model, which can avoid optionally choosing parameters. Meanwhile, we establish prediction models based on traditional SVM and RBF neural network and compare prediction results of the 3 models. The results show that, CO-SVM model is of high reliability, high accuracy and strong generalization ability, superior to SVM and RBF. Finally, CO-SVM model can be applied to predict axial force in large-scale pile group foundation with deep water.

Key words: deep-water pile group foundation, support vector machine, ant colony algorithm, axial force prediction, ACO-SVM model

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