Contact-dependent inertial number and μ(I) rheology for dry rock-ice granular materials

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yuhao Ren , Fei Cai , Qingqing Yang , Zhiman Su
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Abstract

To gain a deep understanding of the dynamics of dry rock-ice granular flows, the local rheology was investigated numerically. For mono-disperse granular materials, theoretically, the μ(I) rheology describes the relationship between the effective friction coefficient μ and inertial number I, and the solid volume fraction Φ depends linearly on the inertial number. The generality of these two relationships, however, remains unclear for the dry rock-ice granular materials that are dispersed in particle size, density, and surficial friction coefficient. This work numerically investigated the rock-ice mixtures flowing down a tilting flume using the discrete element method. A contact-dependent averaging method was proposed to determine the local inertial number integrating the contribution of all binary contacts. Moreover, a method was developed to predict the proportions of rock-rock, rock-ice, and ice-ice type of contacts, based on the coordination number. Specifically, the inter-phase coordination number ratio approaches the product of the inter-phase size and number ratios, enabling accurate predictions of contact proportions. The simulations demonstrate the numerical applicability of the μ(I) rheology and linear Φ(I) dependence to the bi- or poly-disperse dry rock-ice granular materials. Ice fragmentation significantly enhances the mixture mobility due to the increasing prevalence of ice-related contacts which exhibit lower friction. Compared with the commonly used volume-fraction averaged inertial number, the contact-proportion averaged inertial number incorporates local contact information, and its effect becomes more pronounced at higher size ratios and lower number ratios. These results underscore the importance of the particle dispersity of rock-ice granular materials, particularly in the case with substantial differences in particle size and number. The findings offer particle-scale insights for future research on friction and melting in rock-ice avalanches, while they need validation with experiments or field data.
干冰岩颗粒材料的接触依赖惯性数和μ(I)流变性
为了深入了解干冰-岩颗粒流的动力学特性,对干冰-岩-冰颗粒流的局部流变特性进行了数值研究。对于单分散颗粒材料,理论上μ(I)流变性描述了有效摩擦系数μ与惯性数I之间的关系,固体体积分数Φ与惯性数呈线性关系。然而,对于在粒径、密度和表面摩擦系数上分散的干岩冰颗粒材料,这两种关系的普遍性仍不清楚。本文采用离散元法对倾斜水槽中岩石-冰混合物流动进行了数值研究。提出了一种结合所有二元接触的贡献来确定局部惯性数的依赖于接触的平均方法。此外,提出了一种基于配位数预测岩石-岩石、岩石-冰和冰-冰类型接触比例的方法。具体而言,相间配位数比接近于相间尺寸和数比的乘积,从而能够准确预测接触比例。模拟结果表明,μ(I)流变性和Φ(I)线性依赖关系对双分散或多分散的干岩冰颗粒材料具有数值适用性。由于与冰相关的接触越来越普遍,这种接触表现出较低的摩擦,冰的破碎大大增强了混合物的流动性。与常用的体积分数平均惯性数相比,接触比例平均惯性数包含了局部接触信息,且在较大尺寸比和较小数量比时其效果更为明显。这些结果强调了岩石-冰颗粒材料的颗粒分散性的重要性,特别是在颗粒大小和数量存在实质性差异的情况下。这些发现为未来研究岩石-冰雪崩中的摩擦和融化提供了颗粒尺度的见解,尽管它们需要实验或现场数据的验证。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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