쇄석다짐말뚝의 응력분담비에 관한 현장실험 연구

A Field Test Study on stress concentration ratio of Crushed-Stone Column Pile

  • 이민희 (부산대학교 대학원 토목공학과) ;
  • 임종철 (부산대학교 공과대학 토목공학과) ;
  • 황근배 (경성대학교 대학원 토목공학과) ;
  • 최용규 (경성대학교 건설 환경공학부)
  • 발행 : 2004.03.25

초록

Among soft ground treatment methods with granular soil used in domestic, the sand compaction pile method has been utilized greatly, but, as a result of exhaustion of sand and increase of unit cost, a necessity of an alternative method is suggested. In this study, the static load tests for crushed-stone compaction piles which were constructed on test field were performed. Based on test results, stress concentration ratios between the crushed-stone compaction pile and the soft ground were investigated and estimated. The stress concentration ratio was the range of 1.7 to 3.0 and the higher it was the more replacement rate was increased.

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