Shrinkage Characteristics of Bentonite–Sand Mixtures Considering the Influence of Sand Content and Pore Water Chemistry

The safe disposal of high-level radioactive waste (HLW) is a significant challenge in the nuclear industry. As the buffer backfill material for deep geological disposal engineering barriers, the shrinkage characteristics of bentonite–sand mixtures are critical to the long-term stability of repositories. This study systematically conducted drying shrinkage tests using an improved thin-film technique under varying sand contents Rs (0–50%), salt solution concentrations (0–1.5 mol/L), and ion types (Na+, Mg2+, Ca2+, Cl−, SO42−). The mechanisms of the effects of sand content and salt solutions on the shrinkage behavior of bentonite were revealed based on the results. In addition, the rationality of the MCG-B model in simulating the shrinkage characteristics of mixtures was also discussed. The results show that a sand content of 30% is the minimum sand content for inhibiting the shrinkage behavior of bentonite–sand mixtures observed in this work: below this ratio, bentonite dominates the shrinkage process, and samples are prone to cracking due to uneven matrix suction; above this ratio, quartz sand forms a rigid skeleton that significantly inhibits volume shrinkage and accelerates water evaporation. Salt solutions suppress shrinkage by compressing the thickness of the diffuse double layer and inducing ion crystallization. Higher cation concentrations and valences (Mg2+ > Na+ > Ca2+) enhance the inhibitory effect. Crystalline salts such as Na2SO4 cause measurement deviations in water content due to hydration and delay the shrinkage process. However, NaCl solutions effectively inhibit shrinkage with minimal impact on shrinkage time. Fitting results with the MCG-B model (Coefficient of determination > 0.97) demonstrate that the MCG-B model can empirically describe the results of thin-film technique experiment, though the model’s prediction accuracy decreases for the residual shrinkage stage at high sand contents (>40%). This study provides a theoretical basis for optimizing buffer material proportions and curing processes, with significant implications for the long-term safety of HLW repositories.

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Journal
Processes
Published
2025-12-31
DOI
https://doi.org/10.3390/pr14010137
Primary Topic
Soil and Unsaturated Flow
Type
article
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article

Shrinkage Characteristics of Bentonite–Sand Mixtures Considering the Influence of Sand Content and Pore Water Chemistry

Bowen Hu, Chongxi Zhao, Dongyue Pan, Ping Liu et al.
Processes
Soil and Unsaturated Flow
article

Shrinkage Characteristics of Bentonite–Sand Mixtures Considering the Influence of Sand Content and Pore Water Chemistry

Bowen Hu, Chongxi Zhao, Dongyue Pan, Ping Liu, Pengyu Ren
article en

Abstract

The safe disposal of high-level radioactive waste (HLW) is a significant challenge in the nuclear industry. As the buffer backfill material for deep geological disposal engineering barriers, the shrinkage characteristics of bentonite–sand mixtures are critical to the long-term stability of repositories. This study systematically conducted drying shrinkage tests using an improved thin-film technique under varying sand contents Rs (0–50%), salt solution concentrations (0–1.5 mol/L), and ion types (Na+, Mg2+, Ca2+, Cl−, SO42−). The mechanisms of the effects of sand content and salt solutions on the shrinkage behavior of bentonite were revealed based on the results. In addition, the rationality of the MCG-B model in simulating the shrinkage characteristics of mixtures was also discussed. The results show that a sand content of 30% is the minimum sand content for inhibiting the shrinkage behavior of bentonite–sand mixtures observed in this work: below this ratio, bentonite dominates the shrinkage process, and samples are prone to cracking due to uneven matrix suction; above this ratio, quartz sand forms a rigid skeleton that significantly inhibits volume shrinkage and accelerates water evaporation. Salt solutions suppress shrinkage by compressing the thickness of the diffuse double layer and inducing ion crystallization. Higher cation concentrations and valences (Mg2+ > Na+ > Ca2+) enhance the inhibitory effect. Crystalline salts such as Na2SO4 cause measurement deviations in water content due to hydration and delay the shrinkage process. However, NaCl solutions effectively inhibit shrinkage with minimal impact on shrinkage time. Fitting results with the MCG-B model (Coefficient of determination > 0.97) demonstrate that the MCG-B model can empirically describe the results of thin-film technique experiment, though the model’s prediction accuracy decreases for the residual shrinkage stage at high sand contents (>40%). This study provides a theoretical basis for optimizing buffer material proportions and curing processes, with significant implications for the long-term safety of HLW repositories.

ProcessesVol. 14(1)
Tongji University (CN), Lanzhou University (CN)
Industry, innovation and infrastructure
Openalex Percentile: Top 35%
Soil and Unsaturated Flow
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