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

Korean Geotechnical Society (한국지반공학회)
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Behavior of Axial Load Transfer for Open-ended Steel Pipe Pile in Alluvial Deposits

하상퇴적토층에 관입된 개단강관말뚝의 축하중 전이 거동

  • 김상현 (인제대학교 대학원 토목공학과) ;
  • 성인출 (경성대학교 대학원 토목공학과) ;
  • 정창규 (부산광역시 건설본부) ;
  • 김명학 (인제대학교 토목공학과) ;
  • 최용규 (경성대학교 건설환경공학부)
  • Published : 2001.03.01
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Abstract

In this study, static Pile load tests and PDA for open-ended steel pipe pile($\phi$ = 609.6 mm, t = 14 mm) penetrated into the gravel layer(GP - GM) was accomplished and axial load distribution was measured. Based on the tests results, the ultimate bearing capacity and axial load bearing mode were examined. Also, the ultimate pile capacity was calculated by APIL $E^{PLUS}$./.

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