Experimental and modelling study of the interaction of bentonite with alkaline water

Compacted bentonite is planned to be used as buffer and backfill materials for the containment of radioactive waste in underground repositories. The performance of these barriers depends on the swelling capacity of bentonite upon hydration. Prolonged interaction between bentonite and alkaline fluids...

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Veröffentlicht in:Applied clay science 2023-12, Vol.245, p.107157, Article 107157
Hauptverfasser: Pelegrí, J., Laviña, M., Bernachy-Barbe, F., Imbert, C., Idiart, A., Gaboreau, S., Cochepin, B., Michau, N., Talandier, J.
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container_issue
container_start_page 107157
container_title Applied clay science
container_volume 245
creator Pelegrí, J.
Laviña, M.
Bernachy-Barbe, F.
Imbert, C.
Idiart, A.
Gaboreau, S.
Cochepin, B.
Michau, N.
Talandier, J.
description Compacted bentonite is planned to be used as buffer and backfill materials for the containment of radioactive waste in underground repositories. The performance of these barriers depends on the swelling capacity of bentonite upon hydration. Prolonged interaction between bentonite and alkaline fluids from neighbouring concrete structures can impair the swelling capacity due to profound changes in the chemical composition of bentonite. The coupled hydro-chemo-mechanical behaviour of bentonite under such conditions is at present not well understood. This paper presents for the first time a combined experimental and modelling study that addresses this coupled behaviour with the aim of understanding the key mechanisms leading to swelling pressure loss. Two experiments are presented in which compacted Wyoming bentonite was saturated with either clay or cementitious water, leading to different initial swelling capacities. The samples were subsequently subject to a flow of a KOH-rich cementitious water leading to a slow but sustained decrease in swelling pressure in both tests. The main novelty is the application of a recently developed hydro-chemo-mechanical model for bentonite for interpretation of the experiments. The model accounts for the impact of montmorillonite dissolution, cation exchange reactions, and changes in salinity on the swelling capacity of bentonite. The model results show a relatively good agreement with experimental measurements and suggest that the decrease in swelling capacity of bentonite is driven primarily by an increase in potassium fraction in the interlayer water and by montmorillonite dissolution. •Compacted Wyoming bentonite is saturated and percolated with cementitious (KOH rich) water.•Sustained decrease in the swelling pressure upon cementitious water injection.•Hydro-chemo-mechanical (HCM) model for swelling clays based on the Barcelona Basic Model (BBM).•Swelling pressure loss is dominated by K+ uptake in the interlayer.
doi_str_mv 10.1016/j.clay.2023.107157
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subjects Chemo-mechanical couplings
Compacted bentonite
Earth Sciences
Experimental and modelling study
Interaction with KOH rich water
Sciences of the Universe
Swelling pressure
title Experimental and modelling study of the interaction of bentonite with alkaline water
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