Journal of Zhejiang University SCIENCE  A

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Effect of tamping duration on mechanical properties of ballast beds: a DEM–MBD coupled investigation


Author(s):  Chao KONG, Tao XIN, Zhongxia QIAN, Yi YANG, Chuanqing DAI, Yanhua LI, Sen WANG

Affiliation(s):  School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; more

Corresponding email(s):  xint@bjtu.edu.cn

Key Words:  Tamping operation; Ballasted track; Tamping duration; Discrete element model (DEM); Contact force


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Chao KONG, Tao XIN, Zhongxia QIAN, Yi YANG, Chuanqing DAI, Yanhua LI, Sen WANG. Effect of tamping duration on mechanical properties of ballast beds: a DEM–MBD coupled investigation[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A2500407

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author="Chao KONG, Tao XIN, Zhongxia QIAN, Yi YANG, Chuanqing DAI, Yanhua LI, Sen WANG",
journal="Journal of Zhejiang University Science A",
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doi="https://doi.org/10.1631/jzus.A2500407"
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%T Effect of tamping duration on mechanical properties of ballast beds: a DEM–MBD coupled investigation
%A Chao KONG
%A Tao XIN
%A Zhongxia QIAN
%A Yi YANG
%A Chuanqing DAI
%A Yanhua LI
%A Sen WANG
%J Journal of Zhejiang University SCIENCE A
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doi="https://doi.org/10.1631/jzus.A2500407"

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A1 - Chao KONG
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A1 - Chuanqing DAI
A1 - Yanhua LI
A1 - Sen WANG
J0 - Journal of Zhejiang University Science A
SP - 518
EP - 533
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doi="https://doi.org/10.1631/jzus.A2500407"


Abstract: 
As a critical maintenance method for ballasted tracks, tamping operations effectively improve ballast bed compactness and mechanical performance. Tamping duration critically influences the mechanical response of the ballast bed, yet systematic studies on the relationship between the duration of tamping and the mechanical performance of ballasted tracks are lacking. In this study, we established a discrete element method–multibody dynamics (DEM–MBD) coupled model of tamping machinery and a ballasted track to systematically analyze the effects of tamping duration on ballast bed compactness, particle motion, and ballast contact behavior. The results show that increasing the tamping duration enhances the compactness beneath sleepers and the uniformity of compactness in the ballast bed. Tamping duration significantly affects ballast motion. A prolonged tamping duration significantly decelerates ballast particle movement beneath sleepers, particularly during the inserting stage, while in the squeezing stage, it exhibits a smaller decrease. The inter-sleeper region is particularly sensitive to tamping duration variation, showing substantial velocity reductions in ballast particles during both the inserting and lifting stages. Increased tamping duration rapidly decreases contact forces in ballast particles during the inserting stage, stabilizes contact forces in the squeezing stage, and elevates the coordination number among ballast particles. The squeezing stage exhibits the most significant mechanical energy fluctuations, while the evolution patterns of translational and rotational kinetic energies show strong correlations with ballast motion characteristics. Appropriately increasing the tamping duration enhances the overall mechanical performance of the ballast bed and extends track maintenance cycles. This study revealed the mechanism underlying the effects of tamping duration on the mechanical behavior of ballast beds, providing a theoretical foundation for the precise design of tamping parameters.

捣固时长对道床力学性能的影响机理:离散元-多体动力学耦合分析

作者:孔超1,辛涛1,2,钱忠霞1,杨燚1,戴传青1,李艳花1,王森3,4
机构:1北京交通大学,土木建筑工程学院,中国北京,100044;2北京交通大学,轨道工程北京市重点实验室,中国北京,100044;3中国铁道科学研究院集团有限公司,铁道建筑研究所,中国北京,100081;4高速铁路轨道系统全国重点实验室,中国北京,100081
目的:捣固作业过程中捣固时长的设定直接影响道砟床的密实状态与力学响应。本文旨在探究捣固时长对道砟颗粒运动行为、接触力链演化及床体整体力学性能的影响规律,为捣固作业参数的精确设计提供理论依据。
创新点:1.构建捣固装置与有砟轨道的离散元-多体动力学(DEM-MBD)耦合模型,实现捣固全过程的多参数协同分析;2.揭示捣固时长对道砟颗粒运动特性、能量演化及接触力分布的调控机制。
方法:1.通过DEM-MBD耦合仿真,分析不同捣固时长下道砟颗粒在插入、挤压和提升阶段的运动速度与角速度变化(图14~17);2.基于接触力链与配位数统计,量化捣固时长对道砟接触力分布与密实均匀性的影响(图12、18和19);3.结合动能与机械能演化规律,阐释捣固过程中能量传递与耗散特征(图S7)。
结论:1.捣固时长显著影响道砟颗粒运动;插入阶段枕下区域颗粒运动速度随时长延长而下降,而枕间区域在提升阶段速度降低。2.颗粒平动与转动动能演化与其运动特征高度相关,挤压阶段机械能波动最为显著。3.延长捣固时长可降低插入阶段接触力、提升配位数并增强道砟床密实度与支承刚度。4.合理延长捣固时长有助于提升道床力学性能与线路维护周期。

关键词组:捣固作业;有砟轨道;捣固时长;离散元法;接触力

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

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On-line Access: 2026-05-26

Received: 2025-08-28

Revision Accepted: 2025-11-01

Crosschecked: 2026-05-26

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Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Tao XIN

https://orcid.org/0000-0002-4283-0913

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