Coupled discrete-continuum approach for railway ballast track and subgrade macro-meso analysis

Can Shi, Chunfa Zhao, Xu Zhang, Yunlong Guo

Research output: Contribution to journalArticleScientificpeer-review

5 Citations (Scopus)

Abstract

This paper presents a multi-layer railway ballast track and substructure model, where a coupled discrete and continuous method is used for macro-meso dynamic behaviour analysis under moving wheel loads. In this coupled model, the discrete element method (DEM) is utilised to build the superstructure of the ballast track (i.e. rail, fastener, sleeper and ballast layer), which considers the complex ballast shape and particle size distribution from mesoscopic level. The finite difference method (FDM) is used to simulate the substructure (i.e. subgrade and foundation) with a consideration of computing cost. And then, the coupled model is achieved by satisfying displacement, velocity and contact force compatibility between the FLAC and the PFC. Finally, the dynamic analysis is carried out by applying the wheel-rail forces obtained from a vehicle-track dynamics model into the coupled model. The DEM parameters of ballast particles are calibrated based on the results of the ballast direct shear tests, and the dynamic behaviour of railway ballast track and subgrade system is validated with the field measurement. Through the numerical analysis, it is confirmed that the coupled DEM/FDM model can reliably reflect macro-meso dynamic behaviour and accurately reveal the contact characteristics between the ballast layer and subgrade.

Original languageEnglish
Number of pages16
JournalInternational Journal of Pavement Engineering
DOIs
Publication statusPublished - 2020

Keywords

  • coupled model
  • discrete element method
  • field test
  • finite difference method
  • Railway ballast track
  • subgrade

Fingerprint Dive into the research topics of 'Coupled discrete-continuum approach for railway ballast track and subgrade macro-meso analysis'. Together they form a unique fingerprint.

  • Cite this