Characteristics of Track and Train Behaviors on High-Speed Railway Bridge/Earthwork Transiton Zone

고속철도 교량/토공 접속부에서의 궤도 및 차량 거동 특성

  • 이일화 (한국철도기술연구원 궤도토목연구본부) ;
  • 강윤석 (한국철도기술연구원 궤도토목연구본부) ;
  • 김은 (한국철도기술연구원 궤도토목연구본부) ;
  • 손기준 (한국고속철도건설공단 중부사무소) ;
  • 박찬경 (한국철도기술연구원 고속철도기술개발사업단)
  • Published : 2003.10.01

Abstract

It is very important to pay careful attention to construction of bridge/earthwork transition zone for high-speed railway. The transition zone of the railway is the section which roadbed stiffness is suddenly varied. Differences in stiffness have dynamic effects and these increase the forces in the track and the extent of deformation. An abrupt change of stiffness across two adjacent track portions cause irregular settlement of roadbed, track irregularity, lack of girder bending moment and reduction of lateral resistance. Especially on high-speed railway, track irregularity of transition zone cause sincere effect to track stability and train safety. And so continuous maintenance is needed. To verify this effect and to improve transiton zone capacity, In situ test, track irregularity and train acceleration test were performed on high-speed railway bridge/earthwork Transiton Zone.

Keywords