A review of CPT based axial pile design in the Netherlands

Because of the deltaic nature of the Netherlands, deep soft soil deposits are widespread. Due to the population density exploitation of underground space is vital for commercial developments and transport networks. Piles are used as primary support elements in deep excavations, cut and cover tunnels, quay walls, flood defences and to provide uplift resistance to the base of tunnels and basements. This paper examines empirical correlations linking the Cone Penetration Test (CPT) end resistance qc and the resistance of deep foundations in sand. It is found that correlations between qc and pile e... Mehr ...

Verfasser: Kenneth Gavin
Meho Sasa Kovacevic
David Igoe
Dokumenttyp: Artikel
Erscheinungsdatum: 2021
Reihe/Periodikum: Underground Space, Vol 6, Iss 1, Pp 85-99 (2021)
Verlag/Hrsg.: KeAi Communications Co.
Ltd.
Schlagwörter: Piles / Sand / CPT based methods / Design codes / Engineering geology. Rock mechanics. Soil mechanics. Underground construction / TA703-712
Sprache: Englisch
Permalink: https://search.fid-benelux.de/Record/base-29171790
Datenquelle: BASE; Originalkatalog
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Link(s) : https://doi.org/10.1016/j.undsp.2019.09.004