GASCLAY - Uniaxial consolidation test on a reconstituted Boom clay sample
DOI:10.4121/87d5e740-1834-4689-8004-7ab07961912d.v1
The DOI displayed above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future.
For a link that will always point to the latest version, please use
DOI: 10.4121/87d5e740-1834-4689-8004-7ab07961912d
DOI: 10.4121/87d5e740-1834-4689-8004-7ab07961912d
Datacite citation style:
Liaudat, Joaquin (2024): GASCLAY - Uniaxial consolidation test on a reconstituted Boom clay sample. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/87d5e740-1834-4689-8004-7ab07961912d.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite
Dataset
Categories
Licence CC BY 4.0
Experimental data from a uniaxial consolidation test performed on a reconstituted Boom clay sample, with an initial water content of 65%. The sample sample was prepared using synthetic pore solution, and it was loaded in steps until reaching ~5000 kPa, including two unloading-reloading loops. This test was performed as part of the GASCLAY project.
History
- 2024-02-13 first online, published, posted
Publisher
4TU.ResearchDataFormat
Data in ASCII (text) filesFunding
- Marie Skłodowska-Curie Individual Fellowship (grant code 101028292. ) [more info...] European Union’s Horizon 2020
Organizations
TU Delft, Faculty of Civil Engineering and Geosciences, Department of Geoscience and EngineeringDATA - under embargo
The files in this dataset are under embargo until 2026-12-31.
Reason
The publication of the data will be delayed until the journal articles to be produced within the project are published.