Limit analysis of the stability of slopes reinforced with piles against landslide in nonhomogeneous and anisotropic soils

Author： Nian T. K. Chen G. Q. Luan M. T. Yang Q. Zheng D. F.

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.45, Iss.8, 2008-08, pp. : 1092-1103

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

Stability assessment of slopes with cracks using limit analysis

Canadian Geotechnical Journal, Vol. 50, Iss. 10, 2013-01 ,pp. : 1011-1021

NRC Research Press

Access to resources Recommend Favorite

Three-dimensional stability charts for slopes based on limit analysis methods

By Li A. J. Merifield R. S. Lyamin A. V.

Canadian Geotechnical Journal, Vol. 47, Iss. 12, 2010-12 ,pp. : 1316-1334

NRC Research Press

Access to resources Recommend Favorite

Corrigendum: Stability assessment of slopes with cracks using limit analysis

By Michalowski Radoslaw L.

Canadian Geotechnical Journal, Vol. 51, Iss. 7, 2014-01 ,pp. : 828-828

NRC Research Press

Access to resources Recommend Favorite

Discussion of “Stability assessment of slopes with cracks using limit analysis”

By Utili Stefano

Canadian Geotechnical Journal, Vol. 51, Iss. 7, 2014-01 ,pp. : 822-825

NRC Research Press

Access to resources Recommend Favorite

Reply to the discussion by Utili on “Stability assessment of slopes with cracks using limit analysis”

By Michalowski Radoslaw L.

Canadian Geotechnical Journal, Vol. 51, Iss. 7, 2014-01 ,pp. : 826-827

NRC Research Press

Access to resources Recommend Favorite