Quantifying freeze-thaw erosion dynamics in retrogressive thaw slumps: integrating geophysical and experimental approaches

• Integrated approach links freeze–thaw erosion mechanisms to RTS dynamics. • Geophysical surveys reveal 2.2–5.5 m ground ice controlling erosion intensity. • Ground ice content drives freeze–thaw erosion via quadratic relationship. • Freeze-thaw erosion feedbacks accelerate permafrost landscape degradation. While retrogressive thaw slumps (RTSs) are recognized as the most dynamic permafrost degradation features, their comprehensive freeze–thaw erosion mechanisms remain poorly quantified. This study integrates multi-methodological surveys with controlled laboratory experiments to assess RTS-induced erosion impacts. Field investigations employed UAV photogrammetry, electrical resistivity tomography, ground-penetrating radar, and nuclear magnetic resonance at the studied RTS site. Laboratory experiments utilized modified triaxial testing under natural thawing consolidations to simulate ice-rich permafrost thawing. Results reveal maximum headwall retreat rates of 2.8 m/a with 5,418 m 3 total volumetric changes during 2021–2024. Geophysical surveys identified massive ground ice with significant hydraulic parameter modifications in affected zones. Laboratory thawing experiments demonstrated ice-content-dependent thaw settlement mechanisms, with thaw settlement coefficients increasing quadratically. Meltwater analysis revealed dramatic increases in suspended solids (375–866 ppm) and dissolved solids (148–423 ppm) with increasing ice content. The integrated analysis demonstrates that RTS erosion operates through coupled pore pressure increases and ice cementation loss, generating enhanced particle transport and soil instability. Critical infrastructure implications emerge as the studied RTS maintains only 179 m distance from the Qinghai-Tibet Railway, creating cascading hydrological impacts that threaten embankment stability. This integrated multi-method approach provides a quantitative framework for assessing freeze–thaw erosion broader impacts and infrastructure risks under accelerating climate change.

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Publication Details

Journal
CATENA
Published
2025-10-15
DOI
https://doi.org/10.1016/j.catena.2025.109543
Citations
1
Primary Topic
Climate change and permafrost
Type
article
Field-Weighted Citation Impact
1.30
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article

Quantifying freeze-thaw erosion dynamics in retrogressive thaw slumps: integrating geophysical and experimental approaches

Fan Yu, Fujun Niu, Chenglong Jiao, Peifeng He et al.
1 citations
CATENA
Climate change and permafrost
1.30
article

Quantifying freeze-thaw erosion dynamics in retrogressive thaw slumps: integrating geophysical and experimental approaches

Fan Yu, Fujun Niu, Chenglong Jiao, Peifeng He, Jing Luo
article en
1 citations

Abstract

• Integrated approach links freeze–thaw erosion mechanisms to RTS dynamics. • Geophysical surveys reveal 2.2–5.5 m ground ice controlling erosion intensity. • Ground ice content drives freeze–thaw erosion via quadratic relationship. • Freeze-thaw erosion feedbacks accelerate permafrost landscape degradation. While retrogressive thaw slumps (RTSs) are recognized as the most dynamic permafrost degradation features, their comprehensive freeze–thaw erosion mechanisms remain poorly quantified. This study integrates multi-methodological surveys with controlled laboratory experiments to assess RTS-induced erosion impacts. Field investigations employed UAV photogrammetry, electrical resistivity tomography, ground-penetrating radar, and nuclear magnetic resonance at the studied RTS site. Laboratory experiments utilized modified triaxial testing under natural thawing consolidations to simulate ice-rich permafrost thawing. Results reveal maximum headwall retreat rates of 2.8 m/a with 5,418 m 3 total volumetric changes during 2021–2024. Geophysical surveys identified massive ground ice with significant hydraulic parameter modifications in affected zones. Laboratory thawing experiments demonstrated ice-content-dependent thaw settlement mechanisms, with thaw settlement coefficients increasing quadratically. Meltwater analysis revealed dramatic increases in suspended solids (375–866 ppm) and dissolved solids (148–423 ppm) with increasing ice content. The integrated analysis demonstrates that RTS erosion operates through coupled pore pressure increases and ice cementation loss, generating enhanced particle transport and soil instability. Critical infrastructure implications emerge as the studied RTS maintains only 179 m distance from the Qinghai-Tibet Railway, creating cascading hydrological impacts that threaten embankment stability. This integrated multi-method approach provides a quantitative framework for assessing freeze–thaw erosion broader impacts and infrastructure risks under accelerating climate change.

CATENAVol. 261
Chinese Academy of Sciences (CN), Shanghai Normal University (CN), Guangzhou Railway Polytechnic (CN), Northwest Institute of Eco-Environment and Resources (CN), South China University of Technology (CN)
Openalex Percentile: Top 17%
Climate change and permafrost
1.30
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