철도강화노반 시험부설구간에서의 열차 주행시 장기거동 계측

Long-Term Measurement under the Moving train at the Test Reinforced Roadbed Site in Railway

  • 황선근 (한국철도기술연구원 시설연구본부) ;
  • 신민호 (한국철도기술연구원 시설연구본부) ;
  • 이성혁 (한국철도기술연구원 시설연구본부) ;
  • 최찬용 (한국철도기술연구원 시설연구본부) ;
  • 이시한 (평원엔지니어링)
  • 발행 : 2001.03.01

초록

Nine different types of the reinforced railroad roadbeds which . are located in between Suwon-Chunan station of Kyongbu line were constructed in order to increase the bearing capacity of railroad roadbed and to improve the ridability as a part of speed-up project of conventional railroad systems. Each three sections were composed of weathered granite soil, crushed stone and furnace slag(HMS25), and fully instrumented with earth pressure cells, settlement plates and geophones to monitor the behavior of roadbeds under actual train loads. Field measurement has continued since October 31, 2000 and presently with rather longer measurement interval. The measurement data such as settlement, earth pressure and vibration levels are currently under analysis process. In this paper, only cumulative measurement data of railroad roadbeds were introduced. In the near future, comprehensive measurement data and result of analysis will be presented and design technique for the reinforced railroad roadbed will be proposed as a final product of this study.

키워드