Settlement Behavior of Geogrid Reinforced Railroadbed

지오그리드로 보강된 철도노반의 침하 거동

  • 신은철 (인천대학교 공과대학 토목환경시스템 공학과) ;
  • 김두환 (인천대학교 대학원 토목환경시스템 공학) ;
  • 김남현 (인천대학교 대학원 토목환경시스템 공학과)
  • Published : 2000.05.01

Abstract

Recently the geogrids are being used in some large projects such as Inchon International Airport construction, highway construction, and Korean High-Speed Railway construction with not only the merit of simple construction but also reinforcing efficiency for the soft ground. Main function of roadbed is to provide a stable foundation in terms of bearing capacity and settlement for the subballast and ballsat layers. Differential settlement of the railroad should be avoided. The cyclic laboratory model tests were performed to investigate the settlement behavior of geogrid reinforced railroadbed. The ratio of settlement of roadbed under cyclic loading with three layers of geogrid reinforced is less than 1/2 of the roadbed thickness without reinforcement.

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