A platform for research: civil engineering, architecture and urbanism
Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
Ballasted railway track is an important factor that forms railway transportation over the world, which may face severe damage during operation due to the deterioration of the track ballast geometry. A practical method of evaluating train moving load-induced vertical superimposed stress in substructure by incorporating the effects of ballast characteristics and multilayered substructure is presented. The proposed method is validated by comparing with the field measurements compiled from the literature with the calculated value. It is found that the prediction accuracy of the proposed method is within ±10%, in comparison with field measurements. Meanwhile, it should be emphasized that the predicted value by traditional methods was 1.4–5.0 times field measurements. Also, key factors affecting the predicted accuracy are identified through parameter analysis by using the proposed and the traditional methods.
Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
Ballasted railway track is an important factor that forms railway transportation over the world, which may face severe damage during operation due to the deterioration of the track ballast geometry. A practical method of evaluating train moving load-induced vertical superimposed stress in substructure by incorporating the effects of ballast characteristics and multilayered substructure is presented. The proposed method is validated by comparing with the field measurements compiled from the literature with the calculated value. It is found that the prediction accuracy of the proposed method is within ±10%, in comparison with field measurements. Meanwhile, it should be emphasized that the predicted value by traditional methods was 1.4–5.0 times field measurements. Also, key factors affecting the predicted accuracy are identified through parameter analysis by using the proposed and the traditional methods.
Train Moving Load-Induced Vertical Superimposed Stress at Ballasted Railway Tracks
Heng Wang (author) / Ling-Ling Zeng (author) / Xia Bian (author) / Zhen-Shun Hong (author)
2020
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Vertical load distribution in ballasted railway tracks with steel slag and limestone ballasts
Taylor & Francis Verlag | 2019
|Characterisation of High-Speed Train Vibrations in Ground Supporting Ballasted Railway Tracks
Springer Verlag | 2020
|Sleeper End Resistance of Ballasted Railway Tracks
British Library Online Contents | 2014
|Sleeper End Resistance of Ballasted Railway Tracks
ASCE | 2014
|Deflectometer-based analysis of ballasted railway tracks
Online Contents | 2007
|