TECHNICAL NOTES
Jun 1, 2008

OCR Prediction Using Support Vector Machine Based on Piezocone Data

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 6

Abstract

The determination of the overconsolidation ratio (OCR) of clay deposits is an important task in geotechnical engineering practice. This paper examines the potential of a support vector machine (SVM) for predicting the OCR of clays from piezocone penetration test data. SVM is a statistical learning theory based on a structural risk minimization principle that minimizes both error and weight terms. The five input variables used for the SVM model for prediction of OCR are the corrected cone resistance (qt) , vertical total stress (σv) , hydrostatic pore pressure (u0) , pore pressure at the cone tip (u1) , and the pore pressure just above the cone base (u2) . Sensitivity analysis has been performed to investigate the relative importance of each of the input parameters. From the sensitivity analysis, it is clear that qt =primary in situ data influenced by OCR followed by σv , u0 , u2 , and u1 . Comparison between SVM and some of the traditional interpretation methods is also presented. The results of this study have shown that the SVM approach has the potential to be a practical tool for determination of OCR.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 6June 2008
Pages: 894 - 898

History

Received: May 1, 2007
Accepted: Sep 26, 2007
Published online: Jun 1, 2008
Published in print: Jun 2008

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Authors

Affiliations

Pijush Samui
Research Scholar, Dept. of Civil Engineering, Indian Institute of Science, Bangalore, India. E-mail: [email protected]
T. G. Sitharam, Ph.D.
Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India. E-mail: [email protected]
Pradeep U. Kurup, Ph.D., M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Lowell, 1 University Ave., Lowell, MA 01854. E-mail: [email protected]

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