探索一个凝聚性颗粒柱的重力驱动的故障
Fanshuo Ma1, Pierre-Yves Lagrée2, Lydie Staron2
1Institut Jean Le Rond d'Alembert, UMR 7190, Sorbonne Université, F-75005 Paris, France.
Physical review. E
|June 19, 2025
概括
调查凝聚性颗粒式崩,这项研究发现,虽然谷物位移标准的故障方向是脆弱的,测量的故障平面方向是强大的,在稳定性极限提供可靠的见解.
科学领域:
- 地质物理学 地质物理学
- 材料科学 材料科学 材料科学
- 计算物理 计算物理
背景情况:
- 凝聚性颗粒材料表现出复杂的故障行为.
- 在地质工程和材料科学中,了解颗粒式崩至关重要.
- 在颗粒系统中描述故障平面仍然是一个挑战.
研究的目的:
- 为了研究凝聚性颗粒崩的离散二维模拟中故障过程.
- 评估确定故障导向的不同标准的可靠性.
- 为了评估故障平面方向测量的稳定性.
主要方法:
- 使用了离散的二维模拟.
- 该研究的重点是凝聚性的颗粒状崩动态.
- 分析了基于累积谷物位移的标准.
主要成果:
- 基于累积谷物位移的标准被发现是脆弱的,系统几何和稳定性的变化.
- 故障平面方向测量显示了对位移标准中适度变化的稳定性.
- 稳定性极限的方向被确定为可靠的信息.
结论:
- 凝聚性颗粒性故障本质上是难以捉摸的,并受到系统波动的影响.
- 在稳定性极限上的故障平面方向的测量提供了可靠的数据.
- 波动在颗粒物质的行为中起着重要作用.
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