An investigation of the effect of soil state on the capacity of driven piles in sands

A series of model pile tests was carried out in the centrifuge, pushing the pile into two sands of very different geological origins and particle strengths. This was accompanied by series of triaxial tests allowing the critical state line of each sand to be established so that the initial in situ st...

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Veröffentlicht in:Géotechnique 2001-11, Vol.51 (9), p.733-751
Hauptverfasser: KLOTZ, E. U, COOP, M. R
Format: Artikel
Sprache:eng
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