Analysis of Construction Condition and Environmental Effect of Deep Soil Mixing

심층혼합처리 공법의 시공조건 및 환경적 영향 분석

  • 조진우 (한국건설기술연구원 지반연구부) ;
  • 이용수 (한국건설기술연구원 지반연구부) ;
  • 유준 (한국건설기술연구원 지반연구부) ;
  • 신원재 (플러스환경건설(주))
  • Published : 2006.03.24

Abstract

This paper presents a study on the construction condition and environmental effect of deep soil mixing. Construction condition means the difference in unconfined compressive strength with respect to the depth and location of samples. Environmental effect means alkalinity diffused from soil stabilizer. The experimental results indicate that the unconfined compressive strength vary with respect to the depth, and doesn't show consistency pattern. So, in field application we must decide a mixing ratio enough to satisfy the least unconfined compressive strength. The difference in unconfined compressive strength with respect to the location of samples is negligible. The generation of alkalinity from soil stabilizer is reduced by permeating in non-improved soil and it is expected that the diffusion of alkalinity has no environmental effect on soil and ground water.

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