期刊
ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH
卷 29, 期 29, 页码 44364-44377出版社
SPRINGER HEIDELBERG
DOI: 10.1007/s11356-022-18955-z
关键词
Freight train; Environmental impact; Ground vibration; Vibration measurement; Vibration control
资金
- National Engineering Laboratory for Digital Construction and Evaluation Technology of Urban Rail Transit [2021JZ03]
- Beijing Natural Science Foundation [8202040]
The study conducted in situ measurements on different types of railway lines to compare the track and ground vibrations caused by various trains, and proposed periodic piles as a mitigation measure based on dominant frequencies of ground vibrations. Finite element simulation was used to analyze the vibration reduction performance of periodic piles, showing positive influence on reducing vibrations in the propagation path.
The freight train-induced vibrations and noise generate increasing environmental problems owing to its heavier axle loads and longer pass-by duration. To develop useful mitigation measures, the vibration characteristic induced by this type of rail transportation needs to be better learned. In the present work, firstly, the in situ measurements were carried out on two railway lines which were used for mixed freight and passenger trains. Both the track vibrations and ground vibrations resulted from different train types were measured and compared. Then, based on the dominant frequencies of ground vibrations from experimental results, the mitigation measure of periodic piles was proposed as a mitigation measure by impeding propagation. The periodic theory of solid-state physics was introduced and three-dimensional (3D) finite element (FE) simulation was employed to analyse the vibration reduction performance of periodic piles, while the attenuation zone (AZ) of the piles was also calculated. The measurement results indicate that the freight train can generate a larger level of vibrations on both the track structure and ground at the near field, especially below 10 Hz. Even though the speed of freight trains is as low as 40-55 km/h, the vibration exposure level (VEL) is higher than normal passenger trains (80-90 km/h) and EMU trains (120 km/h). The simulation results show that the proposed solution of installing periodic piles at the propagation path raises the positive influence on vibration reduction.
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