Liquefaction Remediation by Rammed Aggregate Piers(RAP) on Soft Ground

쇄석다짐말뚝에 의한 연약지반의 액상화 저감효과에 관한 연구

  • 안동석 (단국대학교 토목환경공학과) ;
  • 배경태 (서울산업대학교 건설기술연구소) ;
  • 박성완 (단국대학교 토목환경공학과)
  • Published : 2008.03.28

Abstract

Dynamic numerical analyses were performed to investigate the response of liquefaction remediation of rammed aggregate piers(RAP) on soft ground under free strain conditions. The safe factors of the soft ground reinforced by RAP during seismic loading of magnitude 6.5 were calculated. The results of simulation showed that factors of safety were affected various area replacement ratios, surcharge loads and depth of RAP systems.

Keywords