Assessing the impact of building foundations located in the transmission path on train-induced ground vibration using a hybrid computational model
Assessing the impact of building foundations located in the transmission path on train-induced ground vibration using a hybrid computational model
Train-induced ground vibration impacts the environment and has attracted increased attention. Prediction of this vibration is subject to considerable uncertainty and is affected by many factors, particularly when building foundations are situated within the transmission path between the vibration source and the target building. A hybrid computational model for predicting ground vibration has been developed to assess the impact of building foundations of various types located in the transmission path. The model is used to investigate four types of foundations: raft, strip, pile, and box. The ground responses are determined by combining the semi-analytical model MOTIV (Modelling Of Train-Induced Vibration) for train-induced vibration with a finite element model of the ground including the building. MOTIV is used to determine the excitation in terms of the force density for a train running either on a surface railway or in a tunnel. The finite element model is used to determine line source transfer mobilities in the presence of the building foundations by applying a set of incoherent unit loads to the ground. The results indicate that building foundations in the transmission path can mitigate ground vibration, particularly for excitation at the ground surface, for which reductions in overall vibration level of between 4 and 8 dB are found. Deep foundations provide greater vibration reduction than shallow foundations, notably in cases involving surface railways. The underground railway case demonstrates less significant insertion loss than the surface railway case, with values based on overall velocity level between -2 and 2 dB, rising to 4 dB for the box foundation. Furthermore, it is observed that ground vibration mitigation is more pronounced in the near field than in areas further from the building.
Building foundation, Finite element model, Ground vibration, Hybrid model, Train-induced vibration
Qu, Xiangyu
98e0143d-b717-4388-a573-293e66c2f2dc
Thompson, David
bca37fd3-d692-4779-b663-5916b01edae5
Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Squicciarini, Giacomo
c1bdd1f6-a2e8-435c-a924-3e052d3d191e
14 January 2026
Qu, Xiangyu
98e0143d-b717-4388-a573-293e66c2f2dc
Thompson, David
bca37fd3-d692-4779-b663-5916b01edae5
Ntotsios, Evangelos
877c3350-0497-4471-aa97-c101df72e05e
Squicciarini, Giacomo
c1bdd1f6-a2e8-435c-a924-3e052d3d191e
Qu, Xiangyu, Thompson, David, Ntotsios, Evangelos and Squicciarini, Giacomo
(2026)
Assessing the impact of building foundations located in the transmission path on train-induced ground vibration using a hybrid computational model.
Railway Engineering Science.
(doi:10.1007/s40534-025-00416-1).
Abstract
Train-induced ground vibration impacts the environment and has attracted increased attention. Prediction of this vibration is subject to considerable uncertainty and is affected by many factors, particularly when building foundations are situated within the transmission path between the vibration source and the target building. A hybrid computational model for predicting ground vibration has been developed to assess the impact of building foundations of various types located in the transmission path. The model is used to investigate four types of foundations: raft, strip, pile, and box. The ground responses are determined by combining the semi-analytical model MOTIV (Modelling Of Train-Induced Vibration) for train-induced vibration with a finite element model of the ground including the building. MOTIV is used to determine the excitation in terms of the force density for a train running either on a surface railway or in a tunnel. The finite element model is used to determine line source transfer mobilities in the presence of the building foundations by applying a set of incoherent unit loads to the ground. The results indicate that building foundations in the transmission path can mitigate ground vibration, particularly for excitation at the ground surface, for which reductions in overall vibration level of between 4 and 8 dB are found. Deep foundations provide greater vibration reduction than shallow foundations, notably in cases involving surface railways. The underground railway case demonstrates less significant insertion loss than the surface railway case, with values based on overall velocity level between -2 and 2 dB, rising to 4 dB for the box foundation. Furthermore, it is observed that ground vibration mitigation is more pronounced in the near field than in areas further from the building.
Text
Qu_RES_Building_foundations_AAM
- Accepted Manuscript
Text
s40534-025-00416-1
- Version of Record
More information
Accepted/In Press date: 19 October 2025
e-pub ahead of print date: 14 January 2026
Published date: 14 January 2026
Keywords:
Building foundation, Finite element model, Ground vibration, Hybrid model, Train-induced vibration
Identifiers
Local EPrints ID: 509630
URI: http://eprints.soton.ac.uk/id/eprint/509630
ISSN: 2662-4745
PURE UUID: 0f873f2d-3d70-44cc-9d87-fff2405a20f0
Catalogue record
Date deposited: 27 Feb 2026 17:37
Last modified: 07 Mar 2026 03:23
Export record
Altmetrics
Download statistics
Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.
View more statistics