Geocomat를 활용한 폐기물매립장의 사면안정성 검토

  • 신은철 (인천대학교 토목환경시스템공학과) ;
  • 이성근 (인천대학교 토목환경시스템공학과) ;
  • 이영재 (인천대학교 토목환경시스템공학과)
  • Published : 2001.06.01

Abstract

In this study, slope stability analysis of LCRS(Leachate Collection Removel System) in waste landfill was peformed by large scale field test. Geocomat is new type of geocomposite product. Gecomat is a sort of Geocomposite product. It is composed of nonwoven geotextiles, woven geotextile, and geonet. Large scale field tests were performed on the slope of different two LCRSsections with static loading condition. One is LCRS section witch consist of GCL, HDPE and Geocomat, another is GCL, HDPE, and woven type geocomposite. The behavior of geosynthetics lined slope was monitored by incorporating instrumentation including vertical soil pressure meter, settlement plate, strain gauges, potential meter, displacement pin.. Based on the field monitoring, the Geocomat LCRS section is less sliding than the conventional geocomposite LCRS section.

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