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 language | English |
|---|---|
| Article number | 108312 |
| Journal | Data in Brief |
| Volume | 42 |
| DOIs | |
| Publication status | Published - Jun 2022 |
| MoE publication type | A1 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)
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SDG 7 Affordable and Clean Energy
Keywords
- Fibre Bragg gratings
- Offshore wind turbine foundation
- Soil-pile interaction
- Tension-compression asymmetry
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Dataset for centrifuge modelling of laterally monotone loaded monopiles in saturated dense sand
Li, Z. (Creator), Blanc, M. (Creator) & Thorel, L. (Creator), Mendeley Data, 28 Jan 2022
Dataset
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