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DOI: 10.4121/8a27f456-66f0-4e3b-a0ac-4f776926644d

Duffy, Kevin; Gavin, Ken; Korff, Mandy; de Lange, Dirk; Roubos, Alfred (2025): Static load tests on three different pile types in very dense sand at Amaliahaven. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/8a27f456-66f0-4e3b-a0ac-4f776926644d.v1

Categories

• Civil Engineering
• Engineering

Keywords

cone penetration testing driven cast-in-situ piles driven closed-ended piles fibre optic sensing pile installation screw displacement piles static load testing

Geolocation

view on openstreetmap

Licence

CC BY 4.0

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by Kevin Duffy , Ken Gavin , Mandy Korff , Dirk de Lange , Alfred Roubos

This dataset comes from a series of pile load tests in Amaliahaven at the Port of Rotterdam, where three driven closed-ended piles, four screw injection piles and four driven cast-in-situ piles were installed in dense to very dense sand. All piles were instrumented with Fibre Bragg Gratings and BOFDA sensors along their full length, giving detailed insights into the shaft and base response under stepwise compression loading.

History

• 2025-04-16 first online, published, posted

Publisher

4TU.ResearchData

Format

script/.py, spreadsheet/.csv, spreadsheet/.xlsx, photo/.jpg,

Associated peer-reviewed publication

Influence of Installation Method on the Axial Capacity of Piles in Very Dense Sand

Funding

• TKI Deltatechnologie (grant code UTW01) TKI Deltatechnologie

Organizations

TU Delft, Faculty of Civil Engineering and Geosciences, Department of Geoscience and Engineering