An Experimental Study on the Evaluation of Track Impact factor on the Various Track Type in Urban Transit

도시철도 궤도형식별 궤도 충격계수 산정을 위한 실험적 연구

  • 김재원 (서울과학기술대학교 철도전문대학원, 철도건설공학과) ;
  • 김만철 (한국철도기술연구원 차륜궤도연구실) ;
  • 박용걸 (서울과학기술대학교 철도전문대학원 철도건설공학과)
  • Published : 2011.10.20

Abstract

Impact factor of concrete and ballast track which has been used in Korea railway was applied to equation (1+0.513V/100) from AREA. As the use of this equation, overcapacity of track design might be occurred. Therefore, this study compared impact of ballast track (well, bad) and concrete track (sleeper embeded system, rail floating and sleeper floating) by field test to analyzing dynamic effect of track structure's characteristic and wheel load on service line. In addition, it suggested a method to generate reasonable track impact factor on each track type.

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