콘크리트궤도 개량공사시 노반 보강을 위한 토목섬유의 적용

Application on Geotextiles for the Roadbed Reinforcement of the Concrete Track Rehabilitation

  • 이일화 (한국철도기술연구원 궤도토목연구본부) ;
  • 장승엽 (한국철도기술연구원 궤도토목연구본부) ;
  • 한성우 (한국철도기술연구원 궤도토목연구본부) ;
  • 김용진 (삼보기술단)
  • 발행 : 2007.05.17

초록

The most important factor is the roadbed bearing capacity at concrete track construction. Particularly, in case of rehabilitation, it is essential to secure the uniform roadbed stiffness to prevent the irregular settlement. In this study, reinforced effect of the geotextiles is investigated which is applied to concrete track rehabilitation. The geotextiles is installed two or three layers as the condition of the ground and structure. The reinforced effect of geotextiles is confirmed by the strain gage attached on the geotextiles surface.

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