High-Speed Train Vibrations in the Sub-soils Supporting Ballasted Rail Corridors

Khan, M. Roshan and Dasaka, Satyanarayana Murty (2022) High-Speed Train Vibrations in the Sub-soils Supporting Ballasted Rail Corridors. Transportation Infrastructure Geotechnology. ISSN 2196-7202

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Abstract

Train-induced ground vibrations pose serious distress in the vicinity of urban railway tracks. The present study intends to characterize the dispersion of train-induced ground vibrations in native sub-soil supporting ballasted high-speed rail lines, at transit speeds of 160–200 km/h. Results from moving load simulations indicate that ground vibrations attenuate rapidly with increase in depth from surface level of ground. However, attenuation of vibration is found to be more gradual along the horizontal surface level of ground. Intense ground vibrations are found to be distributed along a hemi-spherical radial space surrounding the track centreline. However, these vibrations are found to attenuate rapidly in the immediate space close to the railway track, followed by a gradual attenuation at the farther locations in the ground. Isolation of vibrations within the railway embankment and the region of ground supporting the embankment is recommended for effectively mitigating ground-borne railway vibrations. © 2021, The Author(s), under exclusive licence to Springer Science+Business Media, LLC, part of Springer Nature.

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IITH Creators:
IITH CreatorsORCiD
Khan, M. RoshanUNSPECIFIED
Item Type: Article
Uncontrolled Keywords: Ballasted railway track; Frequency spectral analysis; Ground vibration; High-speed railways; Railway embankment
Subjects: Civil Engineering
Divisions: Department of Civil Engineering
Depositing User: . LibTrainee 2021
Date Deposited: 26 Jul 2022 05:21
Last Modified: 26 Jul 2022 05:21
URI: http://raiithold.iith.ac.in/id/eprint/9926
Publisher URL: http://doi.org/10.1007/s40515-021-00218-y
OA policy: https://v2.sherpa.ac.uk/id/publication/36202
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