Pile driveability in low- to medium-density chalk

Pile driving in low- to medium-density chalk is subject to significant uncertainty. Predictions of “chalk resistance to driving” (CRD) often vary considerably from field driving behaviour, with both pile refusals and free falls under zero load being reported. However, recent field studies have led t...

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Veröffentlicht in:	Canadian geotechnical journal 2021-05, Vol.58 (5), p.650-665
Hauptverfasser:	Buckley, R.M, Kontoe, S, Jardine, R.J, Barbosa, P, Schroeder, F.C
Format:	Artikel
Sprache:	eng
Schlagworte:	Analysis Attenuation Chalk Chutes Density Driveability Dynamic tests Effective stress Failure analysis Free fall la craie les pieux l’aptitude à la conduite Mechanical properties Offshore Penetration resistance Pile driving Piles Piling (Civil engineering) Structural dynamics Terrain Testing
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