고속철도 노반의 최적단면 결정을 위한 실대형 모형시험에서의 노반 변형 계측

Deformation Measurement of Roadbed in Full-scale Field Test to Determine an Optimum Trackbed of High-Speed Railway

  • 정영훈 (경희대학교 토목공학과) ;
  • 김학성 (경희대학교 BK21사업단) ;
  • 변보현 (경희대학교 토목공학과) ;
  • 이진욱 (한국철도기술연구원 신교통인프라연구실)
  • 발행 : 2011.10.20

초록

Since the KTX was in operation in 2004, a number of researches on increasing the train speed have been conducted. Currently, the Honam High-speed train system is designed for the operation velocity of 350km/h. The societal demand expects higher operation speed, whereas the existing construction method and design specification are questioned in the KTX operation in the velocity over 350 km/h. In this study, a full-scale model test was conducted to obtain the preliminary data that is necessary to understand deformation characteristics of the reinforced road bed and the subgrade layers. In the full-scale model test, direct arrival seismic tests, crosshole seimic test, in-situ bender element test and sensing bar test were employed to measure the stiffness and deformation of the trackbed. The systematic analysis on the different set of measurements enhances the understanding of the behavior of the trackbed.

키워드