Prediction of Ultimate Capacity of Laterally Loaded Piles in Clay: A Relevance Vector Machine Approach


Autoria(s): Samui, Pijush; Bhattacharya, Gautam; Choudhury, Deepankar
Contribuinte(s)

E, Avineri

M, Koppen

K, Dahal

Y, Sunitiyoso

R, Roy

Data(s)

2009

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