Monitoring semi-free swelling and water transport in bentonites using X-ray radiography
Abstract
Clay materials such as montmorillonite-rich bentonite, are planned to be used as buffer materials between waste canisters and host rock in deep geological radioactive waste repositories. To ensure the safety of the repository over very long time scales, it is essential to understand the mechanical and transport properties of the clay materials through measurements and modelling. Here, an experimental method based on X-ray radiography was used to gather temporal data on the hydro-mechanical behaviour and homogenisation of three bentonites with different initial dry densities and wetting solution chemistry. The results showed that the salinity of wetting solution and the dominant cation of montmorillonite affect the overall saturation and swelling process of the clay material thus indicating that there is a chemical coupling to the hydro-mechanical behaviour of montmorillonite-rich clay materials. In particular, higher salinity was associated with more rapid wetting and a more homogeneous distribution of bentonite material in the final state of the experiments. The results also highlighted that the new measurement method is much faster and less cumbersome than traditional gravimetric methods. The method yielded detailed data on the wetting and swelling processes, and may thus help obtain better insight on the intricate hydro-mechanical properties of clay materials.
Main Authors
Format
Articles
Research article
Published
2024
Series
Subjects
Publication in research information system
Publisher
Elsevier
The permanent address of the publication
https://urn.fi/URN:NBN:fi:jyu-202406054310Use this for linking
Review status
Peer reviewed
ISSN
0169-1317
DOI
https://doi.org/10.1016/j.clay.2024.107443
Language
English
Published in
Applied Clay Science
Citation
- Tanttu, J., Harjupatana, T., Miettinen, A., & Kataja, M. (2024). Monitoring semi-free swelling and water transport in bentonites using X-ray radiography. Applied Clay Science, 256, Article 107443. https://doi.org/10.1016/j.clay.2024.107443
Funder(s)
European Commission
Funding program(s)
RIA Research and Innovation Action, H2020
RIA Research and Innovation Action, H2020

Funded by the European Union. Views and opinions expressed are however those of the author(s) only and do not necessarily reflect those of the European Union or the European Education and Culture Executive Agency (EACEA). Neither the European Union nor EACEA can be held responsible for them.
Additional information about funding
The research and results presented in this paper are part of the BEACON (Bentonite Mechanical Evolution) project which received funding from the Euratom research and training programme 2014-2018 under grant agreement No 745942.
Copyright© 2024 the Authors