미고결 퇴적암층에서의 현장타설말뚝 지지력 특성 연구

Bearing Capacity of In-situ Cast Piles in Weak Sedimentary Rocks

  • 심동현 (현대건설(주) 기술개발원 토질부) ;
  • 김기섭 (현대건설(주) 기술개발원 토질부) ;
  • 유석준 (현대건설(주) 대만고속철도현장 토질부)
  • 발행 : 2004.03.25

초록

Is this study, results of static pile load tests of in-situ cast piles in weak or uncemented sedimentary rock layers have been analyzed and presented. Consdierations on the characteristics of soils sedimentary rocks have been made. From the measurements of strain gauges and extensometers the relationship of unit skim friction versus displacement and that of unit end bearing versus displacement have been obatined to verity the characteristics of bearing capacity of this uncemented sedimentary rock layers. Also, a comparison has been made between ultimate skin friction in compression and tension.

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