ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2017, Vol. 37 ›› Issue (9): 1105-1113.DOI: 10.3973/j.issn.1672-741X.2017.09.007
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WANG Xingke, WANG Juan[
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Abstract:
The accuracy of deformation prediction of foundation pit is low by using traditional methods. As a result, the tendency item and error item sequence of foundation pit deformation are separated by wavelet; the tendency item sequence is predicted by some optimized support vector machines; the error item sequence is predicted by chaotic BP neural network. The deformation prediction results of foundation pit can be obtained by superposition of the two prediction results; and the tracing prediction can be realized by adding later monitoring data uploading. According to case study results, the denoising effect of the wavelet functions are relatively superior and the mean relative error of the prediction results are less than 2%, which verify the validity, prediction accuracy and high adaptability of the optimized support vector machinechaotic BP neural network model.
Key words: foundation pit deformation prediction, wavelet denoising, support vector machine, BP neural network, tendency item prediction, error item prediction
CLC Number:
U 452
WANG Xingke, WANG Juan[. Study of Deformation Prediction of Foundation Pit Based on Optimized Support Vector Machine and Chaotic BP Neural Network[J]. Tunnel Construction, 2017, 37(9): 1105-1113.
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URL: http://www.suidaojs.com/EN/10.3973/j.issn.1672-741X.2017.09.007
http://www.suidaojs.com/EN/Y2017/V37/I9/1105
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