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Subgrade Vibration in Non-Ballasted Railways by Zebene Worku is a document available to read on EtoBox.
What is Subgrade Vibration in Non-Ballasted Railways about?
This study investigates the long-term stability and vibration behavior of an embankment-bridge transition zone in a non-ballasted high-speed railway in China. Field tests conducted over 32 months reveal that subgrade vibrations increase with distance from the abutment, with dominant frequencies shifting to lower ranges, yet the overall dynamic stability remains within acceptable limits for high-speed train operations. The findings emphasize the importance of monitoring vibration responses to ensure the safe
- Author
- Zebene Worku
- Language
- EN