Parametric analysis of the effects of stress relief on the performance and capacity of piles in nondilative soils

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.48, Iss.9, 2011-09, pp. : 1354-1363

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

The tensile capacity of bored piles in frictional soils

By Krabbenhoft Sven Andersen Allan Damkilde Lars

Canadian Geotechnical Journal, Vol. 45, Iss. 12, 2008-12 ,pp. : 1715-1722

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

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

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

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

NRC Research Press

Access to resources Recommend Favorite

Reliability approach for the side resistance of piles by means of the total stress analysis (α Method)

By Vessia G. Cherubini C.

Canadian Geotechnical Journal, Vol. 44, Iss. 11, 2007-11 ,pp. : 1378-1390

NRC Research Press

Access to resources Recommend Favorite

Reply to the discussion by Kulhawy on “Reliability approach for the side resistance of piles by means of the total stress analysis (α Method)”

By Cherubini Claudio Vessia Giovanna

Canadian Geotechnical Journal, Vol. 45, Iss. 11, 2008-11 ,pp. : 1648-1648

NRC Research Press

Access to resources Recommend Favorite