Microstructural evolution of compacted granular salt: insights from 40-year-old backfill at a former potash mine (Sigmundshall, northern Germany)

Compacted granular salt backfill is widely regarded as the most favorable geotechnical barrier for sealing a radioactive waste repository within a rock salt formation. However, the reduction of salt backfill porosity and permeability during compaction by slowly converging cavity walls is still a matter of on-going research, both in laboratory and underground experiments, as well as in computational forecasting. Here, we present an in-depth microstructural analysis of a dense, formerly deployed salt backfill material, recovered from the decommissioned salt mine Sigmundshall, Bokeloh, Germany. The backfill compacted over 40 years, resulting in as little as 1 % porosity (+4/-1 %). Some differences are inevitable compared to a potential future backfill emplaced in a radioactive repository, notably in grain size, moisture content and backfill height (178 m vs. ∼ 5 m). However, this valuable “natural laboratory” sampling opportunity has allowed microstructural evidence to be sought for the deformation mechanisms that control salt backfill compaction under in-situ deployment conditions and on timescales that cannot be achieved in laboratory tests. For the present example of grain sizes in the range of 50 μm to 3 mm, our results show that more or less complete densification of granular salt is feasible in a timeframe of decades (<40 y). Pressure solution is likely the main deformation mechanism along with limited cataclasis, which presumably occurred only in the early stages during/after emplacement. This conclusion is evident from tight, indenting, truncating and interpenetrating grain boundaries, as well as from the fact that almost all grains appear to be substructure-free, despite limited signs of recrystallization. The absence of intra-crystalline deformation indicators excludes dislocation creep as a compaction-contributing mechanism, which, on the other hand, is known to occur in many laboratory-based compaction tests. We outline the impact of this difference on the long-term in-situ compaction under repository conditions. Note: The Sigmundshall mine is not considered as a future repository for radioactive waste. Note: The Sigmundshall mine is not considered as a future repository for radioactive waste.

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Journal
Journal of Structural Geology
Published
2025-04-14
DOI
https://doi.org/10.1016/j.jsg.2025.105429
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
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article

Microstructural evolution of compacted granular salt: insights from 40-year-old backfill at a former potash mine (Sigmundshall, northern Germany)

Bart van Oosterhout, Ben Laurich, Kristoff Svensson, Christopher J. Spiers et al.
Journal of Structural Geology
Geotechnical and Geomechanical Engineering
article

Microstructural evolution of compacted granular salt: insights from 40-year-old backfill at a former potash mine (Sigmundshall, northern Germany)

Bart van Oosterhout, Ben Laurich, Kristoff Svensson, Christopher J. Spiers, Jürgen Hesser
article en

Abstract

Compacted granular salt backfill is widely regarded as the most favorable geotechnical barrier for sealing a radioactive waste repository within a rock salt formation. However, the reduction of salt backfill porosity and permeability during compaction by slowly converging cavity walls is still a matter of on-going research, both in laboratory and underground experiments, as well as in computational forecasting. Here, we present an in-depth microstructural analysis of a dense, formerly deployed salt backfill material, recovered from the decommissioned salt mine Sigmundshall, Bokeloh, Germany. The backfill compacted over 40 years, resulting in as little as 1 % porosity (+4/-1 %). Some differences are inevitable compared to a potential future backfill emplaced in a radioactive repository, notably in grain size, moisture content and backfill height (178 m vs. ∼ 5 m). However, this valuable “natural laboratory” sampling opportunity has allowed microstructural evidence to be sought for the deformation mechanisms that control salt backfill compaction under in-situ deployment conditions and on timescales that cannot be achieved in laboratory tests. For the present example of grain sizes in the range of 50 μm to 3 mm, our results show that more or less complete densification of granular salt is feasible in a timeframe of decades (<40 y). Pressure solution is likely the main deformation mechanism along with limited cataclasis, which presumably occurred only in the early stages during/after emplacement. This conclusion is evident from tight, indenting, truncating and interpenetrating grain boundaries, as well as from the fact that almost all grains appear to be substructure-free, despite limited signs of recrystallization. The absence of intra-crystalline deformation indicators excludes dislocation creep as a compaction-contributing mechanism, which, on the other hand, is known to occur in many laboratory-based compaction tests. We outline the impact of this difference on the long-term in-situ compaction under repository conditions. Note: The Sigmundshall mine is not considered as a future repository for radioactive waste. Note: The Sigmundshall mine is not considered as a future repository for radioactive waste.

Journal of Structural GeologyVol. 197
Federal Institute for Geosciences and Natural Resources (DE), Utrecht University (NL)
Openalex Percentile: Top 92%
Geotechnical and Geomechanical Engineering
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