Bearing capacity of a sand layer on clay by finite element limit analysis

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.40, Iss.5, 2003-10, pp. : 900-915

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

Bearing capacity factors for a conical footing using lower- and upper-bound finite elements limit analysis

Canadian Geotechnical Journal, Vol. 52, Iss. 12, 2015-01 ,pp. : 2134-2140

NRC Research Press

Access to resources Recommend Favorite

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

Sensitivity of lightweight deflectometer deflections to layer stiffness via finite element analysis

By Senseney Christopher T. Grasmick Jacob Mooney Michael A.

Canadian Geotechnical Journal, Vol. 52, Iss. 7, 2015-01 ,pp. : 961-970

NRC Research Press

Access to resources Recommend Favorite

Vertical uplift capacity of horizontal anchors using upper bound limit analysis and finite elements

By Kumar Jyant Kouzer K. M.

Canadian Geotechnical Journal, Vol. 45, Iss. 5, 2008-05 ,pp. : 698-704

NRC Research Press

Access to resources Recommend Favorite

Finite element analyses of steep man-made cuts in Dublin boulder clay

By Kovacevic N. Miligan G. W.E. Menkiti C. O. Long M. Potts D. M.

Canadian Geotechnical Journal, Vol. 45, Iss. 4, 2008-04 ,pp. : 549-559

NRC Research Press

Access to resources Recommend Favorite