초록
본 연구에서는 유류나 각종 비수용성 오염물질(DNAPL)로 오염된 지반에 인공동결공법을 이용한 차수벽을 형성하고 지하수의 이동으로 인한 오염물질의 확산 방지 효과를 확인하기 위한 초기연구로 인공동결공법을 통한 동결차수벽을 형성하기 위하여 모형실험을 수행하였다. 동결차수벽 형성의 확인을 위하여 실험조건에 따른 동결범위와 동결토의 강도를 분석하였다. 동결범위를 확인하기 위한 실험조건은 포화도가 80%, 90%인 표현을 실트를 대상으로 하였다. 또한, 동결토의 강도특성은 다짐도와 포화도를 변경하여 동결을 실시하였고, 일축압축강도 실험을 통하여 확인하였다.
The purpose of this study was to prevent spreading of contaminants from movement of underground water by creating a barrier using artificial freezing method on a soil contaminated by oils and various DNAPLs. Specimens with 80% and 90% degrees of saturation were prepared to form freezing barrier using artificial freezing method. As the results of freezing specimen within soil bin with artificial ground freezing system, artificial contaminated soil cut off wall formed the thinnest wall after 12 hours. It is judged that this cut off wall will control the second soil pollution by intercepting expansion and movement of pollutants and DNAPLs within artificial contaminated soil cut off wall by underground water, intercepting inflow or outflow of underground water. Cut off walls formed by artificial ground freezing system had each other freezing speed according to degree of saturation.