Analysis of Consolidation Settlement of SCP Improved Ground

SCP 개량지반의 압밀침하 결과 분석

  • 정선영 (한국해양대학교 토목환경공학과) ;
  • 정종범 (삼성물산 건설부분) ;
  • 양상용 (삼성물산 건설부분) ;
  • 김태형 (한국해양대학교 공과대학 건설환경공학부)
  • Published : 2005.03.25

Abstract

In this paper, the measured results obtained from the ground improved by SCP method at quay-wall caisson foundation in Pusan New Port 1-1 phase are analyzed and then compared with the values predicted by a consolidation theory. The measured settlement is generally smaller than the predicted settlement. For consolidation velocity, the measured velocity is later than the predicted value. According to the execution of caisson placing phases, the predicted value shows higher settlement than the measured one with time being.

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