A Study on Friction Capacity Behavior for Driven Steel Pipe Pile and Drilled Shaft Pile with Field Test

항타강관말뚝과 현장타설말뚝의 주면마찰력 거동에 관한 현장실험 연구

  • Jung, Sung-Min (Research Institute of Engineering & Technology, Kyungsung Univ.) ;
  • Lee, Min-Hee (Research Institute of Engineering & Technology, Kyungsung Univ.) ;
  • Song, Byeong-Deok (Busan Metropolitan City Waterworks Headquarters.) ;
  • Choi, Yong-Kyu (Dept. of Civil & Environmental Engineering, Kyungsung Univ.)
  • 정성민 (경성대학교 공학기술연구소 연구원) ;
  • 이민희 (경성대학교 공학기술연구소 연구원) ;
  • 송병덕 (부산광역시 상수도사업본부 시설관리사업소) ;
  • 최용규 (경성대학교 건설 환경공학부)
  • Published : 2005.03.25

Abstract

In this study, static pile load tests for instrumented drilled shaft pile and instrumented driven steel pipe pile were performed. Based on the results of pile load test, skin friction of each stratum was compared. Skin friction of drilled shaft were more than those of driven pile at the same settlement. This was based on the difference of surface roughness of piles and pile construction methods.

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