Interaction véhicule-voie-sol et vibrations dues aux trains

Authors

  • Lutz Auersch BAM Institut Fédéral pour la Recherche et l’Essai des Matériaux 87, Unter den Eichen – D-12200 Berlin, Allemagne
  • Marc Maldonado GEM Laboratoire de Génie Civil et Mécanique 1 Rue de la Noë, F-44321 Nantes cedex 3, France

DOI:

https://doi.org/10.13052/EJCM.20.257-280

Keywords:

wave propagation, layered soil, wheel-rail irregularities, forces

Abstract

This contribution presents models that are necessary to calculate the vibrations due to the passage of a train. The models allow to calculate the propagation of the waves and the receptances of the soil and the track. The layered soil and the coupling with the track are treated by a (double) integration in wavenumber domain. The dynamic stiffnesses of the track and vehicle are combined and the excitation forces due to the irregularities of the track and the wheel are calculated. Finally, these excitation forces are used to simulate the ground vibration of a passing train. All these models are validated by a number of different measurements at two sites in France and Germany.

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References

Adolfsson K., Andreasson B., Bengtsson P., Zackrisson P., « Highspeed train X2000 on soft

organic clay – measurements in Sweden », Proc. 12th Europ. Conf. Soil Mechanics and

Geotechnical Engineering, Balkema, Rotterdam, p. 1713-1718, 1999.

Aubry D., Clouteau D., Bonnet G., « Modeling of wave propagation due to fixed or mobile dynamic

sources », Proc. WAVE’94 Wave Propagation and Reduction of Vibrations, Bochum,

p. 109-121, 1994.

Auersch L., Zur Entstehung und Ausbreitung von Schienenverkehrserschütterungen : Theoretische

Untersuchungen und Messungen am Hochgeschwindigkeitszug Intercity Experimental,

Research report 155, BAM Berlin, 1988.

Auersch L., « Parametric excitation of rail-wheel-system : calculation of vehicle-track-subsoildynamics

and experimental results of the high speed train Intercity Experimental », Archive

of Applied Mechanics, vol. 60, p. 141-156, 1990. (en allemand).

Auersch L., « Wave propagation in layered soil : theoretical solution in wavenumber domain

and experimental results of hammer and railway traffic excitation », Journal of Sound and

Vibration, vol. 173, p. 233-264, 1994. doi:10.1006/jsvi.1994.1228.

Auersch L., « Dynamics of the railway track and the underlying soil : the boundary-element

solution, theoretical results and their experimental verification », Vehicle System Dynamics,

vol. 43, p. 671-695, 2005a.

Auersch L., « The excitation of ground vibration by rail traffic : Theory of vehicle-track-soil

interaction and measurements on high-speed lines », Journal of Sound and Vibration, vol.

, p. 103-132, 2005b. doi:10.1016/j.jsv.2004.06.017.

Auersch L., « Dynamic interaction of various beams with the underlying soil – finite and infinite,

half-space and Winkler models », European Journal of Mechanics – A/Solids, vol. 27,

p. 933-958, 2008a. doi:10.1016/j.euromechsol.2008.02.001.

Auersch L., « The effect of critically moving loads on the vibrations of soft soils and isolated

railway tracks », Journal of Sound and Vibration, vol. 310, p. 587-607, 2008b.

doi:10.1016/j.jsv.2007.10.013.

Auersch L., « Theoretical and experimental excitation force spectra for railway induced ground

vibration – vehicle-track soil interaction, irregularities and soil measurements », Vehicle

System Dynamics, vol. 48, p. 235-261, 2010.

Auersch L., Said S., Rücker W., Das Fahrzeug-Fahrweg-Verhalten und die Umgebungserschütterungen

bei Eisenbahnen, Forschungsbericht 243, BAM Berlin, 2001.

Barros F., Luco J., « Response of a layered visco-elastic half-space to a moving point load »,

Wave Motion, vol. 19, p. 189-210, 1994.

Dietermann H., Metrikine A., « The equivalent stiffness of a half-space interacting with a beam.

Critical velocities of a load moving along a beam », European Journal of Mechanics –

A/Solids, vol. 15, p. 67-90, 1996.

Fröhling R., Deterioration of railway track due to dynamic vehicle loading and spatially varying

track stiffness, Thèse de doctorat, University of Pretoria, 1997.

Fryba L., Vibrations of Structures under Moving Loads, Noordhof Int. Publishing, Groningen,

Fujikake T., « A prediction method for the propagation of ground vibration from railway

trains », Journal of Sound and Vibrations, vol. 111, p. 357-360, 1986.

Galvin P., Dominguez J., « Experimental and numerical analyses of vibrations induced by high–

speed trains on the Córdoba–Málaga line », Soil Dynamics and Earthquake Engineering,

vol. 29, p. 641-657, 2009. doi:10.1016/j.soildyn.2008.07.001.

Girardi L., « Propagation des vibrations dans les sols homogènes ou stratifiés », Annales de

lÍnstitut Technique du Batiment et Travaux Public, vol. 397, p. 30-65, 1981.

Grundmann H., Lieb M., Trommer E., « The response of a layered half-space to traffic

loads moving along its surface », Archive of Applied Mechanics, vol. 69, p. 55-67, 1999.

doi:10.1007/s004190050204.

Hanson C., Towers D., Meister L., Transit noise and vibration impact assessment, Report ftava-

-1003-06 for the federal transit administration, HMMH Inc., Burlington, 2006.

Huber G., Erschütterungsausbreitung beim Rad/Schiene-System, Thèse de doctorat, University

Karlsruhe, 1988.

Hung H., Yang Y., « A review of researches on ground-borne vibrations with emphasis on those

induced by trains », Proc. Natl. Sci. Counc. ROC(A), vol. 25, p. 1-16, 2001.

Jones C., Block J., « Prediction of ground vibration from freight trains », Journal of Sound and

Vibration, vol. 193, p. 205-213, 1996.

Jones D., Surface propagation of ground vibration, Thèse de doctorat, University Southampton,

Kausel E., Roesset J., « Stiffness matrices for layered soils », Bulletin of the Seismological

Society of America, vol. 71, p. 1743-1761, 1981.

Knothe K., Grassie S., « Modelling of railway track and vehicle/track interaction at high frequencies

», Vehicle System Dynamics, vol. 22, p. 209-262, 1993.

Krylov V., Generation of ground vibration boom by high-speed trains, V. Krylov (ed.) Noise

and Vibration from High-Speed Trains, Telford, London, 2001.

Laghrouche O., Simulation numérique de propagation d’ondes dans les sols, application à l’isolation

vibratoire, Thèse de doctorat, Université de Nantes, École Centrale de Nantes, 1996.

Lai C., Rix G., Foti S., Roma V., « Simultaneous Measurement and inversion of surface wave

dispersion and attenuation curves », Soil Dyn. Earthq. Eng., vol. 22, p. 923-930, 2002.

Lefeuve-Mesgouez G., Propagation d’ondes dans un massif soumis à des charges se déplaçant

à une vitesse constante, Thèse de doctorat, Université de Nantes, École Centrale de Nantes,

Lombaert G., Degrande G., Kogut J., François S., « The experimental validation of a numerical

model for the prediction of railway induced vibrations », Journal of Sound and Vibration,

vol. 297, p. 512-535, 2006. doi:10.1016/j.jsv.2006.03.048.

Madshus C., Kaynia A., « High speed railway lines on soft ground, dynamic behaviour

at critical speed », Journal of Sound and Vibration, vol. 231, p. 689-701, 2000.

doi:10.1006/jsvi.1999.2647.

Maldonado M., Vibrations dues au passage d’un tramway – mesures expérimentales et simulations

numériques, Thèse de doctorat, École Centrale de Nantes, 2008. http://tel.

archives-ouvertes.fr/tel-00356222/fr/.

Maldonado M., Pallas M., Philipps-Bertin C., Bruit et vibrations dus aux tramways : émission

et perception, Rapport INRETS n°279, Ed. Lavoisier, 2009.

Nelson J., Saurenman H., « A prediction procedure for rail transportation groundbourne noise

and vibration », Transportation Research Record, vol. 1143, p. 26-35, 1987.

Nielsen J., Train–track interaction. Coupling of moving and stationary systems – theoretical

and experimental analysis of railway structures considering wheel and track imperfections,

Thèse de doctorat, Chalmers University of Technology Göteborg, 1993.

O’Brien J., Rizos D., « A 3D BEM-FEM methodology for simulation of high speed train induced

vibrations », Soil Dynamics and Earthquake Engineering, vol. 25, p. 289-301, 2005.

Picoux B., Étude théorique et expérimentale de la propagation dans le sol des vibrations émises

par un traffic ferroviaire, Thèse de doctorat, Université de Nantes, École Centrale de Nantes,

Richart F., Hall J., Woods R., Vibration of Soils and Foundations, Prentice-Hall, New Jersey,

Saedeleer B., Bilon S., Datoussaid S., Conti C., « Vehicle/track interaction and ground propagation

of vibrations for tramway tracks in urban areas », Proc. Int. Workshop on Railway

Vibrations and Rail Vehicle Dynamics, Barcelona, p. 39-62, 1998.

Sheng X., Ground vibration generated from trains, Thèse de doctorat, University of Southampton,

Takemiya H., « Simulation of track-ground vibrations due to high–speed train : the case

of X-2000 at Ledsgard », Journal of Sound and Vibration, vol. 261, p. 503-526, 2003.

doi:10.1016/S0022-460X(02)01007-6.

van den Broek P., A prediction model for ground-borne vibrations due to railway traffic, Thèse

de doctorat, KU Leuven, 2001.

Wolf J., Dynamic Soil-Structure Interaction, Prentice-Hall, New Jersey, 1985.

Yokoyama H.and Ashiya K., Iwata N., « An evaluation method for train-speed dependency of

Shinkansen-induced vibration », In Takemiya, H. (Ed.) Environmental Vibrations, Okayama,

p. 345-350, 2005.

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Published

2011-06-05

How to Cite

Auersch, L., & Maldonado, M. . (2011). Interaction véhicule-voie-sol et vibrations dues aux trains. European Journal of Computational Mechanics, 20(5-6), 257–280. https://doi.org/10.13052/EJCM.20.257-280

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