The Permeability Characteristics of the Reactive Soil - Bentonite Landfill Liner

혼합반응 차수재의 투수특성 연구

  • 이강원 ((주)평화엔지니어링 토질부) ;
  • 황의석 (단국대학교 토목공학과) ;
  • 안기봉 (한국파라마운트(주)) ;
  • 정하익 (한국건설기술연구원 토목연구부) ;
  • 김학문 (단국대학교 토목공학과)
  • Published : 2002.10.01

Abstract

The purpose of this paper is to investigate permeability characteristic of soil-bentonite landfill liner and development of desirable liner system. In this study, permeability tests for soil-bentonite, reactive soil-bentonite and apply bentomat and reactive mat are carried out under the low and high water pressure. According to test result, additional amount of bentonite decreases the coefficient of permeability up to the bentonite mixture ratio of 15%. Therefore, the permeability test for landfill liner's indicated that the use of general water would be in more safe side because the liner system show low permeability duet decrease effect of porous by suspended soild(SS). The permeability of leachate for Zeolite mixture ratio 0, 5, 10% with bentonite mixture ratio 15% showed negligible variation in the permeability with general water. Therefore, Zeolite could be used as a successful that is available purification material for the treatment of leachate, without changing the of landfill liners. Also odious smell could be removed by adding smell amount of Zeolite to the leachate. It was revealed that the bentomat and reactive mat installed in soil-bentonite layer effectively improved the permeability as well as purification of the leachate.