Finite element analysis for the difference of displacement behavior developed from suction drain method and vertical drain method

Suction 연직배수 공법과 PDB 공법의 변위거동 차이에 대한 유한 요소 해석

  • 김기년 (한양대학교 공학대학 토목환경공학과) ;
  • 안동욱 (한양대학교 공학대학 토목환경공학과) ;
  • 한상재 (한양대학교 공학대학 토목환경공학과) ;
  • 정승용 (지구환경전문가그룹) ;
  • 김수삼 (한양대학교 공학대학 토목환경공학과)
  • Published : 2006.03.24

Abstract

In this study, an aspect of settlement, developed from different ground improvement method like suction drain method using vacuum pressure and vertical drain method using overburden pressure, was compared each other. In order to analyze settlement tendency of each method exactly, the finite element analysis program was used. The analyses of vertical settlement and lateral displacement for suction drain method and vertical drain method were conducted independently during the solving stage. The initial condition of drainage zone was fixed with 25m depth and 21m width. After the program analyses, the settlement condition had a different tendency with the ground improvement method. Especially, in the results of vertical drain method, the disparity of settlement between the middle of improved zone and unimproved zone. In the case of suction drain method, however, the difference of settlement was smaller than that of vertical drain method.

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