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A study of slope stability prediction using least square support vector machine

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Języki publikacji
EN
Abstrakty
EN
The determination of stability of slope is an important task in geological engineering practice. This paper proposes the use of the least square support vector machine (LSSVM) for the determination of stability of slope. The LSSVM is a statistical learning method which has a self-contained basis of statistical-learning theory and excellent learning performance. The five input variables used for the LSSVM model in this study are the unit weight (d), cohesion (c), angle of internal friction, slope angle, height (H) and pore water pressure coefficient (ru). The LSVM model also gives a probabilistic output. This study shows that the LSSVM model is a robust tool for slope stability analysis.
Rocznik
Strony
279--287
Opis fizyczny
Bibliogr. 24 poz., tab., rys.
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autor
Bibliografia
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  • Michalowski R.L. (1995): Slope stability analysis: a kinematical approach. - Geotechnique, vol.45, No.2, pp.283-293.
  • Michalowski R.L. (2002a): Stability charts for uniform slopes. - Journal of Geotechnical and Geoenvironmental Engineering, ASCE, vol.128, No.4, pp.351-355.
  • Morgenstern N.R. and Price V.E. (1965): The analysis of the stability of general slip surfaces. - Geotechnique, vol.15, No.1, pp.79-93.
  • Park D. and Rilett L.R. (1999): Forecasting freeway link ravel times with a multi-layer feed forward neural network. - Computer Aided Civil and Infra Structure Engineering, vol.14, pp.358-367.
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  • Sincero A.P. (2003): Predicting Mixing Power Using Artificial Neural Network. - EWRI World Water and Environmental.
  • Suykens J.A.K., Van Gestel T., De Brabanter J., De Moor B. and Vandewalle J. (2002): Least Squares Support Vector Machines Singapore. - World Scientific.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ5-0026-0021
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