A Study on the Effect of Organic Permeant on Permeability of a Natural Clay

유기투과물이 자연점토의 투수성에 미치는 영향에 대한 연구

  • 전상옥 (농어촌진흥공사 농어촌연구원) ;
  • 장병우 (서울대학교 농업생명과학대학) ;
  • 우철웅 (서울대학교 대학원) ;
  • 박영곤 (서울대학교 대학원)
  • Published : 1997.08.01

Abstract

Compacted clay materials are often used to form barriers for waste disposal by means of landfill. The performance of clay barrier depends on its permeability characteristics under the site environments. The study discusses permeability characteristics of 4 types of permeants through a compacted clayey soil. Permeabilities are measured using the modified rigid-wall permeater and with water, PEG, Ethanol, and TCE, ranging 80 to 3.4 of dielectric constants. Results of the study are as follows : 1) Absolute permeabilities of Ethanol and TCE that their dielectric constants are lower than that of water are $K=1.0{\times} 10^{-12} cm^2$, and $5.8{\times} 10^{-12} cm^2$, respectively, that is, 1.67, and 9.67 times of permeability of water, respectively. Absolute permeability and dielectric constant of water are $K=6{\times} 10^{-13} cm^2$, and 80, respectively. 2) Changes in absolute permeability of Ethanol and TCE converge to a constant after 3.5 pore volume of permeant flows through the clay sample. This can be explained that diffuse double layer of clay is no longer reacted with permeants and contracted their pores. However there is no change in absolute permeability when water is used as a per-meant. 3) It is found that absolute permeability in reversely proportional to the value of dielectric constant of the permeants. Change in absolute permeability of the permeants with 40 or over of dielectric constant is not significant. However change in absolute permeability of the permeant with 30 or lower dielectric constant is abruptly increased. 4) A lower absolute permeability of PEG is found because of its high viscosity.

Keywords

References

  1. Design, construction and monitoring of sanitary landfill Bagchi,A.
  2. J. of Geotech. Eng. Div., ASCE v.113 no.12 Hydraulic conductivity of compacted clay to dilute organic chemicals Bowders,J.J.;D.E.Daniel
  3. J. of Geotech. Eng. Div., ASCE v.116 no.10 Stabilizing compacted clay against chemical attack Broderick,G.P.;D.E.Daniel
  4. Can. Geotech. J. v.28 The permeability of soils with organic fluids Budhu,M.;R.F.Giese;G.Campbell;L.Baumagass
  5. Can. Geotech. J. v.22 Hydraulic conductivity of natural clays permeated with simple hydrocarbon Fernandez,F.;R.M.Quigley
  6. J. of Geotech. Eng. Div., ASCE v.112 no.7 Permeation of compacted clay with organic chemicals Foreman,D.E.;D.E.Daniel
  7. Clay and clay minerals Mechanisms controlling the permeability of clays Mesri,G.;R.E.Olson
  8. Principles of geotechnical engineering Das,B.M.
  9. Soil Mechanics Lambe,T.W.;R.V.Whitman
  10. 韓國地盤工學會誌 v.11 no.3 해성점토의 투수성에 대한 폐기물 침출수의 영향 강병희;장경수
  11. 韓國地盤工學會誌 v.8 no.3 폐기물 매립장을 위한 혼합 차수재의 물성에 관한 연구 손준익;정하익;장연수
  12. 韓國地盤工學會誌 v.9 no.3 폐기물 매립장의 차폐재와 침출 화학성분과의 상호작용 분석 정하익;장연수