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Prediction uncertainties and inaccuracies resulting from common assumptions in modelling vibration from underground railways

Prediction uncertainties and inaccuracies resulting from common assumptions in modelling vibration from underground railways
Prediction uncertainties and inaccuracies resulting from common assumptions in modelling vibration from underground railways
Underground railways produce significant ground-borne vibration that is reported to disturb people living or working near subways. Designers and engineers use numerical models to predict vibration levels so as to meet the increasingly strict vibration standards. These models commonly include simplifying assumptions to reduce the complexity and cost of the simulation. This paper reviews six commonly disregarded aspects of the underground railway environment and their respective effects on vibration prediction values: a second (twin) tunnel, piled foundations, track with discontinuous slabs, soil inhomogeneity, inclined soil layers, and irregular contact at the tunnel–soil interface. Results suggest that accounting for each of these simplifying assumptions can result in predictions that vary from the simplified cases by at least 5 dB and potentially up to 20 dB. This is a significant level of uncertainty and should be considered when estimating the predictive accuracy of numerical models using simplifying assumptions.
underground railway, discontinuous slab track, twin tunnels, piled foundation, soil inhomogeneity, void uncertainty, pipe-in-pipe
0954-4097
501-512
Jones, S.
43516f9c-c999-4c10-86b6-43992e4e7a29
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
Jones, S.
43516f9c-c999-4c10-86b6-43992e4e7a29
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

Jones, S., Kuo, K.A., Hussein, M.F.M. and Hunt, H.E.M. (2012) Prediction uncertainties and inaccuracies resulting from common assumptions in modelling vibration from underground railways. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 226 (5), 501-512. (doi:10.1177/0954409712441744).

Record type: Article

Abstract

Underground railways produce significant ground-borne vibration that is reported to disturb people living or working near subways. Designers and engineers use numerical models to predict vibration levels so as to meet the increasingly strict vibration standards. These models commonly include simplifying assumptions to reduce the complexity and cost of the simulation. This paper reviews six commonly disregarded aspects of the underground railway environment and their respective effects on vibration prediction values: a second (twin) tunnel, piled foundations, track with discontinuous slabs, soil inhomogeneity, inclined soil layers, and irregular contact at the tunnel–soil interface. Results suggest that accounting for each of these simplifying assumptions can result in predictions that vary from the simplified cases by at least 5 dB and potentially up to 20 dB. This is a significant level of uncertainty and should be considered when estimating the predictive accuracy of numerical models using simplifying assumptions.

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More information

Published date: August 2012
Keywords: underground railway, discontinuous slab track, twin tunnels, piled foundation, soil inhomogeneity, void uncertainty, pipe-in-pipe
Organisations: Dynamics Group

Identifiers

Local EPrints ID: 354623
URI: http://eprints.soton.ac.uk/id/eprint/354623
ISSN: 0954-4097
PURE UUID: edd7c1b4-2e67-42d7-8868-690d72419c3c

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Date deposited: 16 Jul 2013 15:19
Last modified: 14 Mar 2024 14:22

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Contributors

Author: S. Jones
Author: K.A. Kuo
Author: M.F.M. Hussein
Author: H.E.M. Hunt

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