Rock-Soil Engineering

Application of RBF Neural Network Model to Evaluating Sand Liquefaction

  • GOU Li-jie ,
  • LIU Jia-shun
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  • 1.Department of Information, Liaoning Provincial College of Communications, Shenyang 110122, China; 2.School of Civil Engineering and Transportation, Liaoning Technical University, Fuxin 123000, China

Received date: 2012-09-19

  Revised date: 2013-04-28

  Online published: 2013-04-28

Abstract

The neural network toolbox of MATLAB7.0 was used to train and test some sample data of sand liquefaction collected by Tokimatsu Kohji. Eight eigenvectors clay content (ρc),relative compaction(Dr),critical depth of soil layer(ds),vertical effective stress(σ′),groundwater level(dw),magnitude of earthquake(M),maximum horizontal ground acceleration(αmax) and standard penetration number(SPT-N) were selected as input parameters of the RBF neural network. Furthermore,the established RBF neural network model was used to analyze the effect of each factor on the sand liquefaction. Results of the relative contribution of each factor showed that αmax was the biggest influencing factor on the evaluation index of sand liquefaction,followed by SPT-N and dw. The evaluation index increased with the rise of αmax,while reduced with the increase of SPT-N and dw. The evaluation index shows a logarithmic relation with αmax,cubic polynomial relation with SPT-N,and a negative linear relation with dw . It’s revealed that the established RBF network model fully meets the requirement of evaluation accuracy for sand liquefaction. It can simulate the complex nonlinear mapping relation between the input and output data and also gives high prediction precision.

Cite this article

GOU Li-jie , LIU Jia-shun . Application of RBF Neural Network Model to Evaluating Sand Liquefaction[J]. Journal of Changjiang River Scientific Research Institute, 2013 , 30(5) : 76 -81 . DOI: 10.3969/j.issn.1001-5485.2013.05.017

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