- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
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- Chinese Science Citation Database
| Citation: | CUI Xuhao, XIAO Hong. Dynamic Characteristics Analysis of Hardening Railway Ballast Bed Based on Discrete Element Method[J]. Journal of Southwest Jiaotong University, 2021, 56(6): 1197-1204. doi: 10.3969/j.issn.0258-2724.20200113
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In order to study the influence of hardening railway ballast bed on its own dynamic characteristics, considering the real shape of ballast particles, a simulation analysis model of hardening ballast bed was established by using discrete element method. The influences of dirty hardening and hardening degree on the dynamic response of ballast bed was analyzed, and the meso-mechanism of elastic loss and stiffness increase of ballast bed caused by hardening was discussed. The results show that the hardening will increase the vibration level of ballast particles, and the more serious the hardening is, the more obvious the influence will be, and the hardening can increase the vibration acceleration of ballast particles by 20%−30%. The compaction will strengthen the impact of the train load on the ballast bed, increase the contact force between the ballast particles, which easily causes the ballast particles to break. The working performance of the track bed at different positions was amplified and the unevenness of the ballast bed stiffness was increased by the hardening. Dirty hardening materials between ballast particles can inhibit the relative movement of ballast particles, reduce the sliding fraction of ballast particles to about 50% of the normal value, and reduce the overall macroscopic deformation of the ballast bed under train load, thus showing the characteristics of increased stiffness.
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