Skip to main content

2018 | OriginalPaper | Buchkapitel

Experimental Study of Ground Vibrations Induced by HST on an Embankment Section

verfasst von : XiaoLei Zhang, ShiJin Feng, HongXin Chen, Lei Wang

Erschienen in: Environmental Vibrations and Transportation Geodynamics

Verlag: Springer Singapore

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

As a safer and faster means of transportation, the high speed railway grows rapidly around the world. However, the vibrations generated by high speed train (HST) draw more and more attentions from the researchers. Moreover, the experimental investigations of HST induced ground vibrations simultaneously in three directions are rare. So, this paper studies the vertical, perpendicular and parallel ground vibrations on the Beijing-Shanghai high-speed railway through the field experiment. The characteristics of ground vibration accelerations in both time and frequency domains are then analyzed. Moreover, a further discussion about the results is presented. The results show that the vibration rules in three directions are similar. The vibration amplitudes of the surrounding ground attenuate with the distance from the track centerline. And an amplify zone of ground vibration is clearly observed at about 24 m from the center of the lines. The main vibration frequency is at the range from 20 to 50 Hz.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Hall, Lars. (2003). Simulations and analyses of train-induced ground vibrations in finite element models. Soil Dynamics and Earthquake Engineering 23(5): 403–413. Hall, Lars. (2003). Simulations and analyses of train-induced ground vibrations in finite element models. Soil Dynamics and Earthquake Engineering 23(5): 403–413.
2.
Zurück zum Zitat Yang, Y. B., H. H. Hung, and D. W. Chang. (2003). Train-induced wave propagation in layered soils using finite/infinite element simulation. Soil Dynamics and Earthquake Engineering 23(4): 263–278. Yang, Y. B., H. H. Hung, and D. W. Chang. (2003). Train-induced wave propagation in layered soils using finite/infinite element simulation. Soil Dynamics and Earthquake Engineering 23(4): 263–278.
3.
Zurück zum Zitat Kouroussis, Georges, et al. (2011). Discrete modelling of vertical track–soil coupling for vehicle–track dynamics. Soil Dynamics and Earthquake Engineering 31(12): 1711–1723. Kouroussis, Georges, et al. (2011). Discrete modelling of vertical track–soil coupling for vehicle–track dynamics. Soil Dynamics and Earthquake Engineering 31(12): 1711–1723.
4.
Zurück zum Zitat Kouroussis, Georges, and Olivier Verlinden. (2013). Prediction of railway induced ground vibration through multibody and finite element modelling. Mechanical Sciences 4(1): 167–183. Kouroussis, Georges, and Olivier Verlinden. (2013). Prediction of railway induced ground vibration through multibody and finite element modelling. Mechanical Sciences 4(1): 167–183.
5.
Zurück zum Zitat Connolly, D., A. Giannopoulos, and M. C. Forde. (2013). Numerical modelling of ground borne vibrations from high speed rail lines on embankments. Soil Dynamics and Earthquake Engineering 46: 13–19. Connolly, D., A. Giannopoulos, and M. C. Forde. (2013). Numerical modelling of ground borne vibrations from high speed rail lines on embankments. Soil Dynamics and Earthquake Engineering 46: 13–19.
6.
Zurück zum Zitat Connolly, D. P., et al. (2014). Field testing and analysis of high speed rail vibrations. Soil Dynamics and Earthquake Engineering 67: 102–118. Connolly, D. P., et al. (2014). Field testing and analysis of high speed rail vibrations. Soil Dynamics and Earthquake Engineering 67: 102–118.
7.
Zurück zum Zitat Wanming Zhai, et al. (2015). Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dynamics and Earthquake Engineering 72: 24–36. Wanming Zhai, et al. (2015). Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dynamics and Earthquake Engineering 72: 24–36.
Metadaten
Titel
Experimental Study of Ground Vibrations Induced by HST on an Embankment Section
verfasst von
XiaoLei Zhang
ShiJin Feng
HongXin Chen
Lei Wang
Copyright-Jahr
2018
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-10-4508-0_53