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断层泥摩擦行为的离散元研究

A Discrete Elements Study of the Frictional Behavior of Fault Gouges.

作者信息

Papachristos E, Stefanou I, Sulem J

机构信息

Nantes Université, Ecole Centrale Nantes, CNRS, Institut de Recherche en Génie Civil et Mécanique (GeM), UMR 6183 Nantes France.

Laboratoire Navier Ecole des Ponts ParisTech CNRS UMR 8205 Université Gustave Eiffel Marne-la-Vallée France.

出版信息

J Geophys Res Solid Earth. 2023 Jan;128(1):e2022JB025209. doi: 10.1029/2022JB025209. Epub 2023 Jan 12.

DOI:10.1029/2022JB025209
PMID:37035577
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10078303/
Abstract

A series of discrete elements simulations is presented for the study of fault gouges' frictional response. The gouge is considered to have previously undergone ultra-cataclastic flow and long-time consolidation loading. We explore the effect of different particle characteristics such as size, polydispersity, and also shearing velocities on gouge's response under the conditions met in the seismogenic zone. Monte-Carlo analyses suggest that the local stick-slip events disappear when averaging over a large number of numerical samples. Moreover, the apparent material frictional response remains almost unaffected by the spatial randomness of particles' position and by the particle's size distribution. On the contrary, the mean particle size controls the formation and thickness of the observed shear bands, which appear after the peak friction is met. Furthermore, the apparent friction evolution fits well to an exponential decay law with slip, which involves a particle size dependent critical slip distance. For the studied conditions and depth, the shearing velocity is found to play a secondary role on the apparent frictional response of the gouge, which highlights the importance of analyses involving multiphysics for studying the rheology of fault gouges. Besides improving the understanding of the underlying physics of the problem, the above findings are also useful for deriving pertinent constitutive models in the case of modeling with continuum theories.

摘要

本文给出了一系列离散元模拟,用于研究断层泥的摩擦响应。断层泥被认为先前经历了超碎裂流和长期固结加载。我们探讨了不同颗粒特性(如尺寸、多分散性)以及剪切速度在孕震区条件下对断层泥响应的影响。蒙特卡洛分析表明,在对大量数值样本进行平均时,局部粘滑事件消失。此外,表观材料摩擦响应几乎不受颗粒位置的空间随机性和颗粒尺寸分布的影响。相反,平均粒径控制着观测到的剪切带的形成和厚度,剪切带在达到峰值摩擦后出现。此外,表观摩擦演化与随滑移的指数衰减规律拟合良好,该规律涉及一个与粒径有关的临界滑移距离。对于所研究的条件和深度,发现剪切速度对断层泥的表观摩擦响应起次要作用,这突出了涉及多物理场分析对于研究断层泥流变学的重要性。除了增进对该问题潜在物理机制的理解外,上述发现对于在用连续介质理论建模时推导相关本构模型也很有用。

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