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Discrete element modelling of railway ballast performance considering particle shape and rolling resistance

Yunlong Guo Chunfa Zhao Valeri Markine Can Shi Guoqing Jing Wanming Zhai

铁道工程科学(英文)2020,Vol.28Issue(4):382-407,26.
铁道工程科学(英文)2020,Vol.28Issue(4):382-407,26.

Discrete element modelling of railway ballast performance considering particle shape and rolling resistance

Discrete element modelling of railway ballast performance considering particle shape and rolling resistance

Yunlong Guo 1Chunfa Zhao 2Valeri Markine 1Can Shi 2Guoqing Jing 3Wanming Zhai2

作者信息

  • 1. Faculty of Civil Engineering and Geosciences, Delft University of Technology, 2628CN Delft, The Netherlands
  • 2. Train and Track Research Institute, State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 610031, China
  • 3. School of Civil Engineering, Beijing Jiaotong University,Beijing 100044, China
  • 折叠

摘要

关键词

Discrete element method/Ballast performance/Boundary condition/Rolling resistance/Direct shear test/Lateral displacement

Key words

Discrete element method/Ballast performance/Boundary condition/Rolling resistance/Direct shear test/Lateral displacement

引用本文复制引用

Yunlong Guo,Chunfa Zhao,Valeri Markine,Can Shi,Guoqing Jing,Wanming Zhai..Discrete element modelling of railway ballast performance considering particle shape and rolling resistance[J].铁道工程科学(英文),2020,28(4):382-407,26.

基金项目

The research was supported by the China Scholarship Council and the Natural Science Foundation of China (Grant No.51578469).We also would like to acknowledge the support of the Chinese Program of Introducing Talents of Discipline to Universities (111 Project,Grant No.B16041).We want to thank the support during my work at the International Joint Laboratory on Railway Engineering System Dynamics in Southwest Jiaotong University.We would like to thank Xu Zhang from Guangdong University of Technology,China and Shunying Ji from Dalian University of Technology,China,for their contribution to this work. (Grant No.51578469)

铁道工程科学(英文)

2662-4745

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