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Prediction and Attenuation of Ground Vibrations Generated by Moving Trains


Affiliations
1 Academy of Scientific and Innovative Research, Ghaziabad 201 002, India; CSIR-Central Road Research Institute, New Delhi 110 025, India., India
 

The vibration generated by underground trains and the level of vibration attenuated along the propagation path are the keys to designing mitigation measures to avoid adverse effects on the surroundings. The attenuation of vibrational energy due to geometrical and material damping was determined at the Civil Court Godown, Pune Metro, Maharashtra, India, up to 30 m. The seismic cross-hole test was used to determine the dynamic properties of the soil. It was found that the soil stratum was homogeneous and composed of basaltic rock. The total vibration level reaching the receiver was predicted for trains travelling at 80, 250 and 350 km/h, and vibration attenuation measures such as steel mass-spring systems and polyurethane mass-spring systems have been propo­sed.

Keywords

Mass Spring Systems, Mitigation Measures, Seismic Velocity, Vibration Attenuation.
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  • Miller, G. F., Pursey, H. and Bullard, E. C., On the partition of en-ergy between elastic waves in a semi-infinite solid. Proc. R. Soc. A, 1955, 233(1192), 55–69; https://doi.org/10.1098/rspa.1955.0245.

  • Kouroussisa, G., Connolly, D. P. and Verlinden, O., Railway-induced ground vibrations – a review of vehicle effects. Int. J. Rail Transp., 2014, 2(2), 69–110; https://doi.org/10.1080/23248378. 2014.897791.

  • Yang, Y. B. and Hsu, H. L., A review of researches on ground-borne vibrations due to moving trains via underground tunnels. Adv. Struct. Eng., 2006, 9(3), 377–392; https://doi.org/10.1260/136943-306777641887.

  • UIC, Railway induced vibration, state of the art report. International Union of Railways, 2017, pp. 1–82.

  • Eitzenberg, A., Train Induced Vibrations in Tunnels: A Review, Luleå University of Technology, Luleå, Sweden, 2008, pp. 1–90.

  • Connolly, D. P., Kouroussis, G., Woodward, P. K., Costa, P. A., Verlinden, O. and Forde M. C., Field testing and analysis of high-speed rail vibrations. Soil Dyn. Earthq. Eng., 2014, 67, 102–118; https:// doi.org/10.1016/j.soildyn.2014.08.013.

  • Ribes-Llario, F., Marzal, S., Zamorano, C. and Real, J., Numerical modelling of building vibrations due to railway traffic: analysis of the mitigation capacity of a wave barrier. Shock Vibr., article ID 4813274, 2017, pp. 1–11; https://doi.org/10.1155/2017/4813274.

  • Remington, P. J., Kurzweil, L. G. and Towers, D. A., Low frequency noise and vibrations from trains. In Transportation Noise Reference Book (ed. Nelson, P. M.), Boston, Butterworth, London UK, 1987.

  • Yang, Y. B., Hung, H. H. and Hsu, L. C., Ground vibrations due to underground trains considering soil-tunnel interaction. Interact. Multiscale Mech., 2007, 1(1), 157–175; https://doi.org/10.12989/ imm.2008.1.1.157.

  • Shi, W., Miao, L., Luo, J. and Zhang, H., The influence of the track pa-rameters on vibration characteristics of subway tunnel. Shock Vibr., article ID 2506909, 2018, pp. 1–12; https://doi.org/10.1155/2018/ 2506909.

  • Yang, Y. B. and Hung, H. H., Soil vibrations caused by underground moving trains. J. Geotech. Geoenviron. Eng., 2008, 134(11), 1633– 1644; https://doi.org/10.1061/ (ASCE) 1090-0241.

  • Wang, W., Liu, W., Sun, N. and Ma, M., Study on vibration bounce area caused by metro-based on the pulse impact experiment. In Se-ries: Advances in Intelligent Systems Research, Atlantis Press, Springer Nature, 2012, pp. 0839–0843; https://doi.org/10.2991/emeit.2012.18.

  • Eitzenberger, A., Inventory of geomechanical phenomena related to train-induced vibrations from tunnels. Doctoral Dissertation, Luleå University of Technology, Sweden, 2008, pp. 1–84.

  • Kouroussis, G., Parys, L. V., Conti, C. and Verlinden, O., Prediction of ground vibrations induced by urban railway traffic: an analysis of the coupling assumptions between vehicle, track, soil and building. Int. J. Acoust. Vib., 2013, 18(4), 163–172; 10.20855/ijav.2013. 18.4330.

  • Shi, W., Bai, L. and Han, J., Subway-induced vibration measurement and evaluation of the structure on a construction site at curved section of metro line. Shock Vibr., article ID 5763101, 2018, 1–18; https:// doi.org/10.1155/2018/5763101.

  • Zou, C., Wang, Y. and Tao, Z., Train-induced building vibration and radiated noise by considering soil properties. Sustainability, 2020, 12, 1–17; https://doi:10.3390/su12030937.

  • Vogiatzis, K. and Mouzakis, H., Ground-borne noise and vibration transmitted from subway networks to multi-storey reinforced concrete buildings. Transport, 2018, 33(2), 446–453; https://doi.org/10. 3846/16484142.2017.1347895.

  • Yao, J. and Fang, L., Building vibration prediction induced by moving train with random forest. J. Adv. Transp., Article ID 6642071, 2021, 1–13; https://doi.org/10.1155/2021/6642071.

  • Hu, J., Bian, X. and Jiang, J., Critical velocity of high-speed train running on soft soil and induced dynamic soil response. Proc. Eng., 2016, 143, 1034–1042; doi:10.1016/j.proeng.2016.06.102.

  • Krylov, V. V., Ground Vibrations from High-Speed Railways Pre-diction and Mitigation, ICE Publishing, London, UK, 2019, p. 359; ISBN: 978-0-7277-6379-2.

  • Krylov, V. V., Ground vibration boom from high-speed trains. J. Low Freq. Noise, Vib. Active Control, 1999, 18(4), 207–218.

  • Krylov, V. V., Noise and Vibration from High-Speed Trains, Thomas Telford, London, 2001.

  • Richart, F. E., Hall, J. R. and Woods, R. D., Vibrations of Soils and Foundations, Prentice-Hall, New Jersey, USA, 1970, pp. 1–216.

  • Ewing, W. M., Jardetzky, W. S. and Press, F., Elastic Waves in Layered Media, McGraw-Hill Book Co, New York, USA, 1957.

  • Attewell, P. B. and Farmer, I. W., Attenuation of ground vibrations from pile driving. Ground Eng., 1973, 6(4), 26–29; http://worldcat. org/issn/00174653.

  • Gotowski, T. G. and Dym, C. L., Propagation of ground vibration: a review. J. Sound Vibr., 1976, 49(2), 79–93; https://doi.org/10. 1016/0022-460X (76)90495-8.

  • Das, B. M., Fundamentals of Soil Dynamics, Elsevier Science Pub-lishing Co, New York, USA, 1983, pp. 1–399.

  • Woods, R. D., Screening of surface waves in soils. J. Soil Mech. Found. Div., ASCE, 1968, 94, 951–979.

  • Athanasopoulos, G. A., Pelekis, P. C. and Anagnostopoulos, G. A., Effect of soil stiffness in the attenuation of Rayleigh-wave motions from field measurements. Soil Dyn. Earthq. Eng., 2000, 19(4), 277–288; https://doi.org/10.1016/S0267-7261 (00)00009-9.

  • Kim, D. S. and Lee, J. S., Propagation and attenuation characteristics of various ground vibrations. Soil Dyn. Earthq. Eng., 2000, 19(2), 115–126; https://doi.org/10.1016/S0267-7261 (00)00002-6.

  • Amick, H. and Gendreau, M., Construction vibrations and their impact on vibration-sensitive facilities. In Construction Congress VI, ASCE Library, Orlando, Florida, 2000; https://doi.org/10.1061/40475 (278)80.

  • Bornitz, G., Über die Ausbreitung der von Grobkolbenmaschinen erzeugten Bodenschwingungen in die Tiefe (Propagation of the Ground Vibrations Generated by Large Piston Machines into the Depths), Springer, Berlin, Germany, 1931.

  • Mintrop, L., Uber die Ausbreitung der von den Massendrucken einer Grossasmaschine erzeugten Bodenschwingungen (Spread of the ground vibrations generated by the mass pressures of a large gas engine). Ph.D. Dissertation, University of Gottingen, Germany, 1911.

  • Kushida, H., Engineering of Environmental Vibration, Rikodosho, Tokyo, Japan, 1997.

  • Peng, S. M., Propagation and screening of Rayleigh waves in clay. Master’s Engineering thesis, Asian Institute of Technology, Bangkok, Thailand, 1972.

  • Barkan, D. D., Dynamics of Bases and Foundations, McGraw Hill, Book Company, 1962, vol. 42, p. 434.

  • Dobrin, M. B. and Savit, C. H., Introduction to Geophysical Pro-specting, Fourth Edition, McGraw-Hill Book Company, 1988, pp. 39–48.

  • Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, FTA Report No. 0123, National Transportation Systems Center, US Department of Transportation, 2018.

  • Metro Rail Transit System, Guidelines for noise and vibrations. CT-38, Track Design Directorate, Research Designs and Standards Organisation, ISO-9001, Ministry of Railways, Government of India, New Delhi, 2015.

  • ISO-2631-Part-1, Mechanical vibration and shock–evaluation of human exposure to whole-body vibration – Part 1: general require-ments, 1997, p. 31.

  • ISO-2631-Part-2, Mechanical vibration and shock – evaluation of human exposure to whole-body vibration – Part 2: Vibration in buildings (1 Hz to 80 Hz), 2003, p. 11.


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  • Prediction and Attenuation of Ground Vibrations Generated by Moving Trains

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Authors

Shamsul Bashir
Academy of Scientific and Innovative Research, Ghaziabad 201 002, India; CSIR-Central Road Research Institute, New Delhi 110 025, India., India
Aamir Rashid Chowdhary
Academy of Scientific and Innovative Research, Ghaziabad 201 002, India; CSIR-Central Road Research Institute, New Delhi 110 025, India., India
Nasim Akhtar
Academy of Scientific and Innovative Research, Ghaziabad 201 002, India; CSIR-Central Road Research Institute, New Delhi 110 025, India., India

Abstract


The vibration generated by underground trains and the level of vibration attenuated along the propagation path are the keys to designing mitigation measures to avoid adverse effects on the surroundings. The attenuation of vibrational energy due to geometrical and material damping was determined at the Civil Court Godown, Pune Metro, Maharashtra, India, up to 30 m. The seismic cross-hole test was used to determine the dynamic properties of the soil. It was found that the soil stratum was homogeneous and composed of basaltic rock. The total vibration level reaching the receiver was predicted for trains travelling at 80, 250 and 350 km/h, and vibration attenuation measures such as steel mass-spring systems and polyurethane mass-spring systems have been propo­sed.

Keywords


Mass Spring Systems, Mitigation Measures, Seismic Velocity, Vibration Attenuation.

References





DOI: https://doi.org/10.18520/cs%2Fv124%2Fi2%2F202-209