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

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

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Canadian Geotechnical Journal, Vol. 45, Iss. 11, 2008-11 ,pp. : 1646-1647

NRC Research Press

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

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

NRC Research Press

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Field investigation of the effect of installation method on the shaft resistance of piles in clay

By Gavin Kenneth   Gallagher David   Doherty Paul   McCabe Bryan  

Canadian Geotechnical Journal, Vol. 47, Iss. 7, 2010-07 ,pp. : 730-741

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

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

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