Analysis of Reinforcement Effect with Geotextile types on Soft Ground

연약노반상에서의 토목섬유 적용에 따른 보강효과 분석

  • 이진욱 (한국철도기술연구원 궤도노반연구팀) ;
  • 최찬용 (한국철도기술연구원 궤도노반연구팀) ;
  • 이성혁 (한국철도기술연구원 연구시설건설사업단)
  • Published : 2006.02.01

Abstract

In this study, Several types of geotextile was used on the selected track-bed. The use of geotextile prove a economical and efficientmean to prevent the problem of mud-pumping and settlement. Field testing sections from Mock-haeng to Dong-ryang in the Chungbuk lines in Korea were selected to investigate in current condition the of track and roadbed. This testing site was divided into 5 sections. In the four sections, different types of geotextiles were installed. In order to estimate for performance of the reinforced section with geotextiles on the soft ground, four different geotextiles were installed and compared with no reinforced section. Also, after the installation, mud-pumping, settlement of elastic or plastic sleeper, failure of track, wheel-loads, and earth pressures were investigated. The following is the summaries from the field tests. As a conclusion, According to naked eyes investigation, mud pumping didn't happen at reinforced sections, but no reinforced section was happen to a top of track for 6 months. And Elastic displacements at the reinforced and no reinforced section were about $30.7\%\;and\;73.8\%,$ respectively. Also, It was found that plastic displacement in reinforced section was retrained about $50\%$ more than that in no reinforced section.

Keywords

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