Prediction of pile settlement using artificial neural networks based on standard penetration test data |
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Authors: | F. Pooya Nejad Mark B. Jaksa M. Kakhi Bryan A. McCabe |
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Affiliation: | aDept. of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran;bSchool of Civil, Environmental and Mining Engineering, University of Adelaide, Australia;cDept. of Civil Engineering, National University of Galway, Ireland |
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Abstract: | In recent years artificial neural networks (ANNs) have been applied to many geotechnical engineering problems with some degree of success. With respect to the design of pile foundations, accurate prediction of pile settlement is necessary to ensure appropriate structural and serviceability performance. In this paper, an ANN model is developed for predicting pile settlement based on standard penetration test (SPT) data. Approximately 1000 data sets, obtained from the published literature, are used to develop the ANN model. In addition, the paper discusses the choice of input and internal network parameters which were examined to obtain the optimum model. Finally, the paper compares the predictions obtained by the ANN with those given by a number of traditional methods. It is demonstrated that the ANN model outperforms the traditional methods and provides accurate pile settlement predictions. |
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Keywords: | Pile load test Pile foundation Settlement Neural networks |
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