Granular Columns of Binary‐Size Mixtures Collapse on a Horizontal Plane

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Thanh‐Trung Vo, Nhu H. T. Nguyen, Trung‐Kien Nguyen, Thanh‐Hai Nguyen
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Abstract

The granular column collapse is a simple model to study natural disasters such as landslides, rock avalanches, and debris flows because of its potential to provide solid links of physical and mechanical properties to these catastrophic flows. Such flows are commonly composed of different grain‐size distributions, namely, polydispersity. Owing to the complexity of different particle‐size phases, explanations of the collapse dynamics, run out distance, and size‐segregation behavior of granular flows remain elusive. A binary‐size mixture of granular materials is well‐known as a simplified version of particle‐size distribution. This paper explores the effects of the large‐particle content on the collapse mobility, deposition morphology, and size segregation of binary‐size mixtures composed in each column geometry. Although the kinetic energy and deposition morphology are nearly insensitive to the content of large particles for each column geometry, the large and small particle‐size phases govern differently on total kinetic energy. Remarkably, the contribution of these two particle phases to the kinetic energy is similar when the large‐particle content reaches around 10% for all column geometries. By quantifying the difference of the apparent friction coefficient of small and large particle phases, the size‐segregation degree of binary‐size mixtures is evaluated. The results noted that the segregation degree increases exponentially with increasing the large‐particle content, but it is nearly independent of the column geometry. These findings complement insights into the flow properties of geological hazards, leading to offering valuable evidence for the management of natural disasters such as landslides and debris flows.
双尺寸混合物的颗粒柱在水平面上坍塌
颗粒柱崩塌是研究自然灾害(如滑坡、岩石雪崩和泥石流)的一个简单模型,因为它有可能为这些灾难性流动提供物理和机械特性的坚实联系。这种流动通常由不同粒度的分布组成,即多分散性。由于不同粒径相的复杂性,对颗粒流动的崩塌动力学、跑出距离和粒径偏析行为的解释仍然难以捉摸。众所周知,颗粒材料的二元混合物是粒径分布的简化版本。本文探讨了大颗粒含量对崩塌迁移率、沉积形态和在每个柱几何结构中组成的二元混合物的尺寸偏析的影响。虽然动能和沉积形态几乎不受大颗粒含量的影响,但大颗粒相和小颗粒相对总动能的影响不同。值得注意的是,当大颗粒含量达到10%左右时,这两种颗粒相对所有柱形的动能的贡献是相似的。通过量化大颗粒相和小颗粒相表观摩擦系数的差异,评价了二元颗粒混合物的尺寸偏析程度。结果表明,随着大颗粒含量的增加,偏析程度呈指数增长,但偏析程度几乎与柱的几何形状无关。这些发现补充了对地质灾害流动特性的认识,从而为滑坡和泥石流等自然灾害的管理提供了有价值的证据。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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