Prediction of Ultimate Capacity of Laterally Loaded Piles in Clay: A Relevance Vector Machine Approach
Contribuinte(s) |
E, Avineri M, Koppen K, Dahal Y, Sunitiyoso R, Roy |
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Data(s) |
2009
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Resumo |
This study investigates the potential of Relevance Vector Machine (RVM)-based approach to predict the ultimate capacity of laterally loaded pile in clay. RVM is a sparse approximate Bayesian kernel method. It can be seen as a probabilistic version of support vector machine. It provides much sparser regressors without compromising performance, and kernel bases give a small but worthwhile improvement in performance. RVM model outperforms the two other models based on root-mean-square-error (RMSE) and mean-absolute-error (MAE) performance criteria. It also stimates the prediction variance. The results presented in this paper clearly highlight that the RVM is a robust tool for prediction Of ultimate capacity of laterally loaded piles in clay. |
Formato |
application/pdf |
Identificador |
http://eprints.iisc.ernet.in/19986/1/fulltext.pdf31.pdf Samui, Pijush and Bhattacharya, Gautam and Choudhury, Deepankar (2009) Prediction of Ultimate Capacity of Laterally Loaded Piles in Clay: A Relevance Vector Machine Approach. In: 12th Online World Conference on Soft Computing in Industrial Applications (WFSC 12), OCT 16-26, 2007, England. |
Publicador |
Springer |
Relação |
http://www.springerlink.com/content/r038k138w7171005/ http://eprints.iisc.ernet.in/19986/ |
Palavras-Chave | #Civil Engineering |
Tipo |
Conference Paper PeerReviewed |