An analysis study on earth pressure trends during construction of Gyungbu High Speed Railway using Concrete Track

콘크리트궤도 적용 경부고속철도의 시공 중 토압 경향 분석 연구

  • 김기환 (한국철도기술연구원, 차륜궤도연구실) ;
  • 김대상 (한국철도기술연구원, 차륜궤도연구실) ;
  • 나성훈 (한국철도기술연구원, 차륜궤도연구실) ;
  • 신기대 (한국철도기술연구원, 차륜궤도연구실)
  • Published : 2010.06.10

Abstract

The construction of concrete track for the first time in Korea gives lots of meanings to civil engineering in various aspects. Settlement level needs to be kept minimal for the safety of the track. Concrete track has different structural characteristics comparing to conventional ballast track, so load distribution in concrete track is also different. Since it is the first time to build concrete track, there are very few experience and data available on the subject. Therefore it is important to evaluate how much load is transferred to the ground due to the running vehicle in concrete track and to determine the optimal thickness of layers. In this research, 9 individual earth pressure cells were installed at OOOk930 site in 2nd stage of Kyungbu high speed railway during under construction. The in-situ pressure data were measured at each layers during pump-car and locomotive were moving on the high speed railway surface.

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