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Dataset for centrifuge modelling of laterally monotonic loaded monopiles in saturated dense sand

  • Zhong Sen Li*
  • , Matthieu Blanc
  • , Luc Thorel
  • *Corresponding author for this work

Research output: Contribution to journalData ArticleScientificpeer-review

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Abstract

The presented dataset was collected in seven centrifuge tests, specifically designed for modelling the lateral response of offshore monopiles in dense sand. Two model piles with outer diameter D = 50 mm were loaded laterally at 100 × g. The embedding depths were 3D, 5D, 7D and 9D, with load eccentricity of 5, 10 and 15. Fibre Bragg gratings (FBGs) were used to measure the tensile and compressive strains of the monopiles. The raw data obtained from different sensors during the tests and the analysed data (e.g. soil reaction, pile deflection) are included in separate editable files, enabling future reuse and development of the experimental results.

Original languageEnglish
Article number108312
JournalData in Brief
Volume42
DOIs
Publication statusPublished - Jun 2022
MoE publication typeA1 Journal article-refereed

Funding

This work received state support managed by the National Research Agency under the Investments for the Future Program ( ANR-10-IEED-0006-08 ) and financial support from France Energies Marines (SOLCYP+). The technical staff at the centrifuge group of University of Gustave Eiffel helped in building up the experimental devices.

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 7 - Affordable and Clean Energy
    SDG 7 Affordable and Clean Energy

Keywords

  • Fibre Bragg gratings
  • Offshore wind turbine foundation
  • Soil-pile interaction
  • Tension-compression asymmetry

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