Settlement Behavior of Composition Ground Improved by Recycled-Aggregate Porous Concrete Pile

순환골재 다공질 콘크리트 말뚝에 의한 복합지반의 침하 거동

  • 김세원 (고려대학교 건축사회환경공학과) ;
  • 유승경 (명지전문대학 토목과) ;
  • 이창민 ((주)평원엔지니어링) ;
  • 조성민 ((주)평원엔지니어링) ;
  • 심민보 ((주)평원엔지니어링) ;
  • 최항석 (고려대학교 건축사회환경공학과)
  • Published : 2008.10.10

Abstract

The purpose of this research is to assess the application of recycled-aggregate that is gained from construction wastes as the material of compaction pile method. At the same time, the development of the new technique rectifies defects of the existing compaction pile method for soft ground improvement. In this research, model tests were conducted for analyzing the effect of the soft ground improvement by porous concrete pile using recycled aggregate. Through the results of the model tests, the behavior of settlement on composition ground with surcharge pressure were elucidated.

Keywords