Prediction of pile settlement using artificial neural networks based on standard penetration test data

被引:119
|
作者
Nejad, F. Pooya [2 ]
Jaksa, Mark B. [1 ]
Kakhi, M. [2 ]
McCabe, Bryan A. [3 ]
机构
[1] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
[2] Ferdowsi Univ Mashhad, Dept Civil Engn, Mashhad, Iran
[3] Natl Univ Galway, Dept Civil Engn, Galway, Ireland
关键词
Pile load test; Pile foundation; Settlement; Neural networks; LOAD-TRANSFER; BORED PILES; CAPACITY;
D O I
10.1016/j.compgeo.2009.04.003
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
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. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1125 / 1133
页数:9
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