Combining magnetic resonance imaging and X-ray microtomography to analyse water transfer in unsaturated expansive clay

Water imbibition column experiments have been extensively used over the last 25 years to investigate unidimensional water transfer in unsaturated expansive clays under confinement. These studies typically focus on determining soil properties such as water diffusivity and unsaturated hydraulic conductivity, which are crucial for designing long-term sealing systems in deep geological repositories constituted of bentonite-based materials. This study introduces a novel experimental procedure combining non-destructive, high-spatial-resolution techniques: Magnetic Resonance Imaging (MRI) and X-ray Computed Microtomography (μCT). These methods allowed a detailed analysis of a 290-day imbibition column experiment conducted on a bentonite-sand mixture. MRI measurements were used to determine water mass profiles, while μCT was employed to monitor water absorption and dry density changes. Notably, μCT provided insights into the evolution of technological voids initially present in the sample, enabling improved dry density estimations. The final dry density profiles aligned well with previous experiments and numerical simulations. Furthermore, unsaturated hydraulic conductivity was derived using the instantaneous profile method. The experimental results highlighted a transition in apparent unsaturated hydraulic conductivity from a vapour diffusion-dominated regime to a capillary-driven regime as the degree of saturation increased. Near saturation, the measured hydraulic conductivity values were consistent with other bentonite-based materials of similar dry densities. The original experimental procedure reduces the required sample height and the duration of imbibition tests, making it a promising tool for laboratory studies. The findings provide valuable insights into the hydration behaviour of bentonite-sand mixtures, with applications in modelling hydration processes in such systems. • Hydration performed in a candidate material for geological disposal's sealing systems. • Original experimental procedure captured both water content and dry density profiles. • Results evidenced the diffusion and capillary-driven water transport mechanisms. • Water transfer properties were obtained as a function of the degree of saturation.

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Publication Details

Journal
Engineering Geology
Published
2024-12-24
DOI
https://doi.org/10.1016/j.enggeo.2024.107884
Citations
6
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
1.57
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article

Combining magnetic resonance imaging and X-ray microtomography to analyse water transfer in unsaturated expansive clay

Patrick Aimedieu, Rahima Sidi‐Boulenouar, Benjamin Maillet, Patrick Dangla et al.
6 citations
Engineering Geology
Soil and Unsaturated Flow
1.57
article

Combining magnetic resonance imaging and X-ray microtomography to analyse water transfer in unsaturated expansive clay

Patrick Aimedieu, Rahima Sidi‐Boulenouar, Benjamin Maillet, Patrick Dangla, Michel Bornert, Anh Minh Tang, Pablo Eizaguirre, Minh‐Ngoc Vu, Baptiste Chabot, Jean‐Michel Pereira, Jean Talandier, Jaime Gil-Roca
article en
6 citations

Abstract

Water imbibition column experiments have been extensively used over the last 25 years to investigate unidimensional water transfer in unsaturated expansive clays under confinement. These studies typically focus on determining soil properties such as water diffusivity and unsaturated hydraulic conductivity, which are crucial for designing long-term sealing systems in deep geological repositories constituted of bentonite-based materials. This study introduces a novel experimental procedure combining non-destructive, high-spatial-resolution techniques: Magnetic Resonance Imaging (MRI) and X-ray Computed Microtomography (μCT). These methods allowed a detailed analysis of a 290-day imbibition column experiment conducted on a bentonite-sand mixture. MRI measurements were used to determine water mass profiles, while μCT was employed to monitor water absorption and dry density changes. Notably, μCT provided insights into the evolution of technological voids initially present in the sample, enabling improved dry density estimations. The final dry density profiles aligned well with previous experiments and numerical simulations. Furthermore, unsaturated hydraulic conductivity was derived using the instantaneous profile method. The experimental results highlighted a transition in apparent unsaturated hydraulic conductivity from a vapour diffusion-dominated regime to a capillary-driven regime as the degree of saturation increased. Near saturation, the measured hydraulic conductivity values were consistent with other bentonite-based materials of similar dry densities. The original experimental procedure reduces the required sample height and the duration of imbibition tests, making it a promising tool for laboratory studies. The findings provide valuable insights into the hydration behaviour of bentonite-sand mixtures, with applications in modelling hydration processes in such systems. • Hydration performed in a candidate material for geological disposal's sealing systems. • Original experimental procedure captured both water content and dry density profiles. • Results evidenced the diffusion and capillary-driven water transport mechanisms. • Water transfer properties were obtained as a function of the degree of saturation.

Engineering GeologyVol. 346
Centre National de la Recherche Scientifique (FR), École nationale des ponts et chaussées (FR), Laboratoire Navier (FR), Agence Nationale pour la Gestion des Déchets Radioactifs (FR), Université Gustave Eiffel (FR)
Clean water and sanitation
Openalex Percentile: Top 18%
Soil and Unsaturated Flow
1.57
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