A Study on Reinforcement Effectiveness for Railway Soft Roadbed through Long-Term Instrumentation on the Field Test

현장부설시험구간에서의 장기계측을 통한 토목섬유 보강효과

  • 최찬용 (한국철도기술연구원 궤도토목연구본부) ;
  • 이진욱 (한국철도기술연구원 궤도토목연구본부)
  • Published : 2005.05.01

Abstract

In this study, geotextiles was applied on the selected track-bed, which is relatively economical and efficient way to prevent the problem of mud-pumping and settlement. Field testing sections from Mock-haeng to Dong-ryang in the Chung-La lines in Korea were selected to investigate the state of track and roadbed. And three places were chosen among 1,700 spots where mud-pumping was frequently occurred and maintenance required. At the curved section with radius of 500m between Mock-haeng and Dong-ryang, we divided this testing site into 5 section and 4 different types of geotextile were installed and left the last section with no reinforcement. Total length of the test site was 200m and individual length of each site was 40 m. In order to understand the state and the strength of prepared roadbed, stiffness and physical properties of the roadbed soil were evaluated and analyzed. Also, after the installation, mud-pumping, settlement of elastic or plastic sleeper, failure of track, wheel-loads, lateral force and earth pressures were investigated.

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