Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay

Results of 43 load tests on driven and jacked piles performed at eight calyey sites have been back-analysed using piezocone test data. A method to evaluate the axial capacity of piles has been proposed in which the pile unit skin friction and the unit end bearing resistance are computed from the net...

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Bibliographic Details
Published in:	Canadian geotechnical journal Vol. 33; no. 1; pp. 23 - 41
Main Authors:	Almeida, Marcio SS, Danziger, Fernando AB, Lunne, Tom
Format:	Journal Article
Language:	English
Published:	Ottawa, Canada NRC Research Press 25-03-1996 National Research Council of Canada
Subjects:	Applied sciences Buildings. Public works Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics United Kingdom Great Britain Europe Clay Pile foundations Sinking(boring) Skin friction Piezometer Penetration test Structure soil interaction Experimental study Loading test(mechanics) Tension test Strength Driven pile
Online Access:	Get full text
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