DOI QR코드

DOI QR Code

A Study on Field Behavioral Characteristics of the Roadbed according to the Speed Increase in High-Speed Train (HEMU-430x)

  • Eum, Ki-Young (High-Speed Railroad Infrastructure Research Team, KRRI) ;
  • Lee, Jee-Ha (High-Speed Railroad Infrastructure Research Team, KRRI) ;
  • Park, Young-Kon (High-Speed Railroad Infrastructure Research Team, KRRI)
  • Published : 2013.06.30

Abstract

This paper is about the first experiment in Korea that was conducted on speeding increase up with rail speeds at 430km/h at high speed railway of designed 350km/h. and analysis data collected on vibration accelerations of roadbed. There are barely references on roadbed behavior measurement with rail speeds more than 350 km/h in Korea as it has never been conducted the experiment on it. So the experiments were confirmed the reliability through crosschecking the figures/values from respective sensors and measuring devices after measuring EMS and ICP types. Based on the study, values of vibration acceleration were less than 12% compared with the ones that conducted while speeding up of HEMU-430X. Also, figures of HSB for concrete bed tracks were 52% against the standard. According to the results, all the performance evaluation of vibration acceleration for roadbeds in transition zones is under the standard.

Keywords

References

  1. Korea Rail Network Authority (2010). "Services of testing Verification of facility from Daegu to Busan in Gyoungbu high speed railraod."
  2. Japan Railway Track Consultants (2009). "Performance criteria and case studies of orbit system in Japan."

Cited by

  1. Analysis of Design Parameters for Earthwork/Bridge Transition Structure for Ultra-High Speed Running vol.18, pp.2, 2015, https://doi.org/10.7782/JKSR.2015.18.2.117