A Case Study on the Suction Drain Method for Soft Ground Improvement

연약지반 개량을 위한 석션드레인공법의 적용 사례

  • Kim, Do-Hyung (Research Institute, Expert Group for Earth and Environment) ;
  • Kim, Byung-Il (Research Institute, Expert Group for Earth and Environment) ;
  • Han, Sang-Jae (Research Institute, Expert Group for Earth and Environment) ;
  • Lee, Jae-Ju (Sung Ho Polytec)
  • 김도형 ((주)지구환경전문가그룹 기술연구소) ;
  • 김병일 ((주)지구환경전문가그룹 기술연구소) ;
  • 한상재 ((주)지구환경전문가그룹 연구소) ;
  • 이재주 (성호폴리텍)
  • Published : 2009.03.27

Abstract

In this study, the field test for suction drain method which does not require a surcharge load and a sealing sheet was performed at west seashore's site constructed by the dredged and reclaimed clay. The improvements of soft ground by suction drain method was analyzed by the results of real-time field measurement, SPT(Standard Penetration Test) and laboratory tests. The results indicated that the soft ground improvement is effective the vertical drain method used with vacuum pressure rather than surcharge load with considering settlements, dissipation of pore water pressure and shear strength.

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