计算机视觉辅助 DEM 对考虑实际粗颗粒形状的级配路基填料压实特性的研究

IF 4.4 1区 工程技术 Q2 TRANSPORTATION SCIENCE & TECHNOLOGY
Taifeng Li, Kang Xie, Xiaobin Chen, Zhixing Deng, Qian Su
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引用次数: 0

摘要

路基填料的压实质量对路基沉降有很大影响。本研究的主要目的是根据粗颗粒的实际形状分析路基填料的宏观和微观力学压实特性。首先,采用改进的 Viola-Jones 算法建立数字化二维颗粒数据库,用于粗颗粒形状评估和路基填料离散建模。然后计算二维路基填料的形状指数并进行统计分析。最后,基于离散元法(DEM)进行了数值模拟,定量研究了高宽比(AR)和颗粒间摩擦系数(μ)对路基填料宏观和微观力学压实特性的影响。结果表明,随着 AR 的增大,粗颗粒变窄,导致压实过程中细颗粒的移动量增大,这表明细长的粗颗粒难以抑制细颗粒的移动。此外,颗粒的平均位移受 AR 的影响很大,说明颗粒在动力作用下的闭塞依赖于颗粒的形状。细颗粒的位移和速度远大于粗颗粒,这表明压实主要是细颗粒的迁移。在循环载荷作用下,颗粒间摩擦系数μ对样品内部结构的影响很小;但在准静载荷作用下,μ的增大会导致样品孔隙率的显著增加。这项研究不仅为压实机理的研究提供了一种新的方法,也为智能路基压实的评估建立了新的理论基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Computer vision-aided DEM study on the compaction characteristics of graded subgrade filler considering realistic coarse particle shapes

Computer vision-aided DEM study on the compaction characteristics of graded subgrade filler considering realistic coarse particle shapes

The compaction quality of subgrade filler strongly affects subgrade settlement. The main objective of this research is to analyze the macro- and micro-mechanical compaction characteristics of subgrade filler based on the real shape of coarse particles. First, an improved Viola–Jones algorithm is employed to establish a digitalized 2D particle database for coarse particle shape evaluation and discrete modeling purposes of subgrade filler. Shape indexes of 2D subgrade filler are then computed and statistically analyzed. Finally, numerical simulations are performed to quantitatively investigate the effects of the aspect ratio (AR) and interparticle friction coefficient (μ) on the macro- and micro-mechanical compaction characteristics of subgrade filler based on the discrete element method (DEM). The results show that with the increasing AR, the coarse particles are narrower, leading to the increasing movement of fine particles during compaction, which indicates that it is difficult for slender coarse particles to inhibit the migration of fine particles. Moreover, the average displacement of particles is strongly influenced by the AR, indicating that their occlusion under power relies on particle shapes. The displacement and velocity of fine particles are much greater than those of the coarse particles, which shows that compaction is primarily a migration of fine particles. Under the cyclic load, the interparticle friction coefficient μ has little effect on the internal structure of the sample; under the quasi-static loads, however, the increase in μ will lead to a significant increase in the porosity of the sample. This study could not only provide a novel approach to investigate the compaction mechanism but also establish a new theoretical basis for the evaluation of intelligent subgrade compaction.

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来源期刊
Railway Engineering Science
Railway Engineering Science TRANSPORTATION SCIENCE & TECHNOLOGY-
CiteScore
10.80
自引率
7.90%
发文量
1061
审稿时长
15 weeks
期刊介绍: Railway Engineering Science is an international, peer-reviewed, and free open-access journal that publishes original research articles and comprehensive reviews related to fundamental engineering science and emerging technologies in rail transit systems, focusing on the cutting-edge research in high-speed railway, heavy-haul railway, urban rail transit, maglev system, hyperloop transportation, etc. The main goal of the journal is to maintain high quality of publications, serving as a medium for railway academia and industry to exchange new ideas and share the latest achievements in scientific research, technical innovation and industrial development in railway science and engineering. The topics include but are not limited to Design theory and construction technology System dynamics and safetyElectrification, signaling and communicationOperation and maintenanceSystem health monitoring and reliability Environmental impact and sustainabilityCutting-edge technologiesThe publication costs for Railway Engineering Science are fully covered by Southwest Jiaotong University so authors do not need to pay any article-processing charges.
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