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Coupled particle-fluid simulations of the initiation of suffusion

机译:灌流引发的耦合颗粒-流体模拟

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Suffusion or internal instability is a major form of internal erosion in cohesionless soils. Hypotheses based on experimental work suggest complex micro-scale influences of stress and material fabric on suffusion. This study presents the results of coupled discrete element method - computational fluid dynamics (DEM-CFD) simulations of permeameter tests. These simulations were carried out to study the influence of micro-scale variables on the initiation of particle transport in gap-graded cohesionless soils with varying fines contents and relative densities. The results highlight the importance of both particle stress and connectivity on the initiation of suffusion. Particles which do not transfer externally applied stress and those with low initial connectivity are shown to be particularly susceptible to suffusion. (C) 2018 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:渗漏或内部不稳定性是无粘性土壤中内部侵蚀的主要形式。基于实验工作的假设提示应力和材料织物对布散的复杂的微观影响。这项研究提出了耦合离散元方法-渗透仪测试的计算流体力学(DEM-CFD)模拟的结果。进行这些模拟以研究微观尺度变量对细度含量和相对密度不同的间隙分级无粘性土壤中颗粒迁移起始的影响。结果突出了颗粒压力和连通性对引发灌流的重要性。已显示,不传递外部施加应力的颗粒和具有较低初始连通性的颗粒特别容易散布。 (C)2018年由Elsevier B.V.代表日本岩土工程学会制作和托管。

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