심층혼합처리공법으로 개량된 연약지반상의 사석제 설계기준

Design Criteria of Rubble Mounds on the Soft Grounds Improved by Deep Soil Mixing Method

  • 송영석 (중앙대학교 기술과학연구소) ;
  • 남정만 (제주대학교 해양과학대학 해양토목공학과) ;
  • 윤중만 (안산공과대학 토목과) ;
  • 김태형 (한국해양대학교 공과대학 토목환경시스템공학부)
  • SONG YOUNG-SUK (Institute of Technology and Science, Chung-Ang University) ;
  • NAM JUNG-MAN (Department of Ocean Civil Engineering, Cheju National University) ;
  • YUN JUNG-MANN (Department of Civil Engineering, Ansan College of Technology) ;
  • KIM TAE-HYUNG (Department of Civil and Environmental System Engineering, Korea Maritime University)
  • 발행 : 2004.05.01

초록

To establish the design criteria for construction of the rubble mound on improved ground, two kinds of analyses for the soil deformation behavior and the slope stability were performed on various cases for rubble mounds, soft grounds and back fills with application of the finite element method and the Bishop simplified method. The horizontal displacements and settlements at the crest of rubble mounds were analyzed as a function of the safety factor of embankments. The analyzed result shows that the soil movement increases considerably when the safety factor of rubble mounds is lower than 1.3.

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