The Study on permeability enhancement in smear zone using electro-osmotic pressure

전기 삼투압을 이용한 교란영역의 투수성 개선에 관한 연구

  • Ahn, Byung-Wook (Dept. of Civil and Environmental Engineering, Kookmin Univ.) ;
  • Noh, Hee-Jeon (Mechanical Engineering, Kookmin Univ.) ;
  • Kim, Hyun-Ki (Dept. of Civil and Environmental Engineering, Kookmin Univ.) ;
  • Cho, Nam-Jun (Dept. of Civil and Environmental Engineering, Kookmin Univ.)
  • 안병욱 (국민대학교 건설시스템 공학부) ;
  • 노희전 (국민대학교 기계공학과) ;
  • 김현기 (국민대학교 건설시스템 공학부) ;
  • 조남준 (국민대학교 토목공학과)
  • Published : 2008.03.28

Abstract

More time is required for consolidating soft clay when its hydraulic conductivity around the vertical drains is reduced by soil disturbance. One of the methods to be proposed to solve such problem is the electro-osmotic flow application. This study presents the experimental results of model tests using a modified oedometer and a large-scale cylinder with a sand drain. Results show that the development of negative excessive pore water pressure due to the DC electrical field in saturated clay can be transformed to additional loads causing more consolidation settlement.

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