Issue |
E3S Web of Conf.
Volume 382, 2023
8th International Conference on Unsaturated Soils (UNSAT 2023)
|
|
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Article Number | 14001 | |
Number of page(s) | 6 | |
Section | Hydro-Mechanical and Thermal Properties of Bentonites and Bentonite-Based Mixtures - Part I | |
DOI | https://doi.org/10.1051/e3sconf/202338214001 | |
Published online | 24 April 2023 |
Homogenization of unsaturated bentonite during hydration
1 Universitat Politècnica de Cataunya - CIMNE, C. Jordi Girona, 1-3, 08034 Barcelona, Spain,
2 Universitat Politècnica de Cataunya, C. Jordi Girona, 1-3, 08034 Barcelona, Spain
3 CIEMAT, Avd. Complutense, 40, 28040 Madrid, Spain
* Corresponding author: antonio.gens@upc.edu
Bentonite barriers are a key component in may designs of deep geological repositories for high level nuclear waste. During the hydration stage, the bentonite undergoes non-uniform changes in dry density that may persist even after reaching a fully saturated state. Since dry density controls the properties of the bentonite that ensure the functions of safety of the barrier, the potential of bentonite for homogenization or otherwise is a matter of high relevance. The paper presents the results and the analyses of two hydration tests on initially heterogenous samples, especially designed to explore the phenomena and processes underlying the homogenisation of bentonite materials. The formulation and constitutive model used in the analyses are briefly presented followed by a description of the tests. Subsequently, the experimental dataobtained from the tests are discussed together with the results of the hydromechanical analyses performed. Particular attention is given to the degree of homogenization of the specimens achieved at the end of the tests. The simulations have resulted in a very satisfactory agreement with test observations, especially egarding the final state of the samples, thus enhancing the confidence in the numerical tool employed.
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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