A Study on PBD Improvement Effect depending on disturbance by Laboratory Model Tests failure.

실내 모형시험을 통한 교란에 따른 PBD개량효과 연구

  • Lim, Jin-Gyu (Dept. of Civil Engineering, Chonnam National University) ;
  • Kim, Woo-Jin (Dept. of Civil Engineering, Chonnam National University) ;
  • Hwang, Sung-Won (Dept. of Civil Engineering, Chonnam National University) ;
  • Kang, Kwon-Soo (Dept. of Civil Engineering, Seonam University) ;
  • Kim, Jong-Ryeol (Dept. of Civil and Environmental Engineering, Chonnam National University)
  • 임진규 (전남대학교 토목공학과) ;
  • 김우진 (전남대학교 토목공학과) ;
  • 황성원 (전남대학교 토목공학과) ;
  • 강권수 (서남대학교 토목공학과) ;
  • 김종열 (전남대학교 건설지구환경공학부)
  • Published : 2008.10.10

Abstract

In this study, a circular and indoor soil tank foundation was manufactured to study the improvement according to the degree of turbulence arising from PBD penetration, using the existing plate-type shoe and improved V-type shoe to change the degree of turbulence. Furthermore, to study the foundation improvement effect, the strength, settlement speed in the turbulence area were compared according to the shoe penetration. The results of the study showed that the V-type shoe reduced the strength coefficient decrease effect, and the foundation improvement effect according to the degree of turbulence was identified.

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