Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)

Korean Geotechnical Society (한국지반공학회)
권호 표지

A Study on the Behavior of a Noise & Vibration-Free Screw Pile Method by Means of numerical analysis

무소음.무진동 스크류말뚝공법의 수치해석에 의한 거동 연구

  • Kim, Young-Pil (Dept. of Civil Engineering, Univ. of Kyungsung) ;
  • Jung, Ho-Young (Dept. of Civil Engineering, Univ. of Kyungsung) ;
  • Ha, Young-Min (Dept. of Civil Engineering, Univ. of Kyungsung) ;
  • Oh, Seung-Ryul (Dept. Head of Design, Musung Construction Industrial Co., LTD) ;
  • Choi, Yong-Kyu (Dept. of Civil & Environ. Engineering, Univ. of Kyungsung)
  • 김영필 (경성대학교 토목공학과) ;
  • 정호영 (경성대학교 토목공학과) ;
  • 하영민 (경성대학교 토목공학과) ;
  • 오승률 ((주)무성토건 설계부) ;
  • 최용규 (경성대학교 건설환경공학부)
  • Published : 2009.03.27
Download PDF
⟨ Previous Next ⟩

Abstract

In doing the foundation work in the downtown, the popular complaints by means of Noise and vibration have been became heavy burden. Therefore, the noise & vibration-free screw PHC pile method will contribute to the foundation work by removal of the popular complaints and improvement of the constructability. In this paper, the load bearing capacity and displacement characteristics of the noise & vibration-free screw PHC pile were analyzed. The noise & vibration-free screw PHC pile's behavior was better well than the existing PHC pile's one.

Keywords