Investigation on collapse dynamics of ice-sand bi-frictional mixtures using material point method
Climate warming is associated with increased activity and significantly larger magnitudes of ice-rock avalanches in high-altitude mountainous regions. The contrasting physical properties of ice and rock contribute to the distinctive dynamics of ice-rock avalanches. In this study, the dynamics and packing characteristics of ice-rock avalanches were explored through numerical column collapse of ice-sand bi-frictional mixtures using the material point method with a concentration-dependent rheology model. The findings revealed that ice content and resistance-reducing effect of ice grains significantly affect the run-out distance. An effective initial aspect ratio (defined as the ratio of the initial height to the initial radius of the column) is scaled exponentially with ice content to derive a unified scaling relationship. Such a coefficient can be used to predict the flow regime, taking into account the influence of ice contents. This study concludes that ice-sand mixtures primarily exhibit inertial and liquid-like flow regimes as a result of low-friction interactions, thereby contributing to enhanced mobility. Finite-size analysis shows similarities with natural geophysical mass flows and can be extended to the prevention and mitigation of ice-rock avalanches.
Authors
- Li Wei (ORCID: https://orcid.org/0000-0003-2453-2055)
- Shuang Liu (ORCID: https://orcid.org/0000-0003-1990-5574)
- Xiaopeng Zhang (ORCID: https://orcid.org/0000-0002-9702-5241)
- Hao Li
- Kaiheng Hu
Institutions
- Chinese Academy of Sciences (CN)
- PowerChina (China) (CN)
- Institute of Mountain Hazards and Environment (CN)
- China Power Engineering Consulting Group (China) (CN)
- University of Chinese Academy of Sciences (CN)
Publication Details
- Journal
- Physics of Fluids
- Published
- 2025-09-01
- DOI
- https://doi.org/10.1063/5.0286937
- Primary Topic
- Fluid Dynamics Simulations and Interactions
- Type
- article
- Field-Weighted Citation Impact
- 0.00