Prediction of friction capacity of driven piles in clay using the support vector machine

Author： Samui Pijush  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.45, Iss.2, 2008-02, pp. : 288-295

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

End-bearing capacity of driven piles in sand using the stress characteristics method: analysis and implementation

By Veiskarami Mehdi   Eslami Abolfazl   Kumar   Jyant  

Canadian Geotechnical Journal, Vol. 48, Iss. 10, 2011-10 ,pp. : 1570-1586

NRC Research Press

Access to resources Recommend Favorite

Object‐Based Mapping of Karst Rocky Desertification using a Support Vector Machine

By  

LAND DEGRADATION AND DEVELOPMENT, Vol. 26, Iss. 2, 2015-02 ,pp. : 158-167

John Wiley & Sons Inc

Access to resources Recommend Favorite

Incorporating set-up into reliability-based design of driven piles in clay

By Liang Robert   Yang Luo  

Canadian Geotechnical Journal, Vol. 43, Iss. 9, 2006-09 ,pp. : 946-955

NRC Research Press

Access to resources Recommend Favorite

A 2‐D empirical plasma sheet pressure model for substorm growth phase using the Support Vector Regression Machine

By  

JOURNAL OF GEOPHYSICAL RESEARCH: SPACE PHYSICS, Vol. 120, Iss. 3, 2015-03 ,pp. : 1957-1973

John Wiley & Sons Inc

Access to resources Recommend Favorite

Application of an effective stress design method to concrete piles driven in Mexico City clay

By Saldivar Emilio E   Jardine Richard J  

Canadian Geotechnical Journal, Vol. 42, Iss. 6, 2005-12 ,pp. : 1495-1508

NRC Research Press

Access to resources Recommend Favorite