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The effects of a second tunnel on the propagation of ground-borne vibration from an underground railway

The effects of a second tunnel on the propagation of ground-borne vibration from an underground railway
The effects of a second tunnel on the propagation of ground-borne vibration from an underground railway
Accurate predictions of ground-borne vibration levels in the vicinity of an underground railway are greatly sought in modern urban centers. Yet the complexity involved in simulating the underground environment means that it is necessary to make simplifying assumptions about this environment. One such commonly-made assumption is to model the railway as a single tunnel, despite many underground railway lines consisting of twin-bored tunnels.
A unique model for two tunnels embedded in a homogeneous, elastic full space is developed. The vibration response of this two-tunnel system is calculated using the superposition of two displacement fields: one resulting from the forces acting on the invert of a single tunnel, and the other resulting from the interaction between the tunnels. By partitioning of the stresses into symmetric and anti-symmetric mode number components using Fourier decomposition, these two displacement fields can by calculated with minimal computational requirements.
The significance of the interactions between twin-tunnels is quantified by calculating the insertion gains that result from the existence of a second tunnel. The insertion-gain results are shown to be localized and highly dependent on frequency, tunnel orientation and tunnel thickness. At some locations, the magnitude of these insertion gains is greater than 20dB. This demonstrates that a high degree of inaccuracy exists in any surface vibration-prediction model that includes only one of the two tunnels.
vibration, dynamical Systems, control, underground railway, ground-borne vibration, two tunnel system
978-4-431-53926-1
1612-2909
307-314
Springer Japan
Kuo, K.A.
49ce43a2-1952-4964-8eec-3018a74e0688
Hussein, M.F.M.
3535c131-1710-4edc-a4a1-8fe67dee3f67
Hunt, H.E.M.
00743f03-05d5-4a74-bd25-96cd0679f808
Maeda, Tatsuo
Gautier, Pierre-Etienne
Hanson, Carl E.
Hemsworth, Brian
Nelson, James Tuman
Schulte-Werning, Burkhard
Thompson, David J.
de Vos, Paul
Kuo, K.A.
49ce43a2-1952-4964-8eec-3018a74e0688
Hussein, M.F.M.
3535c131-1710-4edc-a4a1-8fe67dee3f67
Hunt, H.E.M.
00743f03-05d5-4a74-bd25-96cd0679f808
Maeda, Tatsuo
Gautier, Pierre-Etienne
Hanson, Carl E.
Hemsworth, Brian
Nelson, James Tuman
Schulte-Werning, Burkhard
Thompson, David J.
de Vos, Paul

Kuo, K.A., Hussein, M.F.M. and Hunt, H.E.M. (2012) The effects of a second tunnel on the propagation of ground-borne vibration from an underground railway. Maeda, Tatsuo, Gautier, Pierre-Etienne, Hanson, Carl E., Hemsworth, Brian, Nelson, James Tuman, Schulte-Werning, Burkhard, Thompson, David J. and de Vos, Paul (eds.) In Noise and Vibration Mitigation for Rail Transportation Systems. vol. 118, Springer Japan. pp. 307-314 . (doi:10.1007/978-4-431-53927-8_36).

Record type: Conference or Workshop Item (Paper)

Abstract

Accurate predictions of ground-borne vibration levels in the vicinity of an underground railway are greatly sought in modern urban centers. Yet the complexity involved in simulating the underground environment means that it is necessary to make simplifying assumptions about this environment. One such commonly-made assumption is to model the railway as a single tunnel, despite many underground railway lines consisting of twin-bored tunnels.
A unique model for two tunnels embedded in a homogeneous, elastic full space is developed. The vibration response of this two-tunnel system is calculated using the superposition of two displacement fields: one resulting from the forces acting on the invert of a single tunnel, and the other resulting from the interaction between the tunnels. By partitioning of the stresses into symmetric and anti-symmetric mode number components using Fourier decomposition, these two displacement fields can by calculated with minimal computational requirements.
The significance of the interactions between twin-tunnels is quantified by calculating the insertion gains that result from the existence of a second tunnel. The insertion-gain results are shown to be localized and highly dependent on frequency, tunnel orientation and tunnel thickness. At some locations, the magnitude of these insertion gains is greater than 20dB. This demonstrates that a high degree of inaccuracy exists in any surface vibration-prediction model that includes only one of the two tunnels.

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More information

Published date: 2012
Venue - Dates: Proceedings of the 10th International Workshop on Railway Noise, Nagahama, Japan, 2010-10-18 - 2010-10-22
Keywords: vibration, dynamical Systems, control, underground railway, ground-borne vibration, two tunnel system
Organisations: Dynamics Group

Identifiers

Local EPrints ID: 354622
URI: http://eprints.soton.ac.uk/id/eprint/354622
ISBN: 978-4-431-53926-1
ISSN: 1612-2909
PURE UUID: 69b2a699-09a0-4904-be62-7ebbce6b398c

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Date deposited: 17 Jul 2013 12:07
Last modified: 14 Mar 2024 14:21

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Contributors

Author: K.A. Kuo
Author: M.F.M. Hussein
Author: H.E.M. Hunt
Editor: Tatsuo Maeda
Editor: Pierre-Etienne Gautier
Editor: Carl E. Hanson
Editor: Brian Hemsworth
Editor: James Tuman Nelson
Editor: Burkhard Schulte-Werning
Editor: David J. Thompson
Editor: Paul de Vos

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