Sensitivity Analyses of Influencing Factors on Vertical Drain with Probabilistic Method

확률론적 해석법에 의한 연직배수 영향인자 민감도 분석

  • 유남재 (강원대학교 토목공학과) ;
  • 전상현 (강원대학교 대학원 토목공학과) ;
  • 정길수 (강원대학교 토목공학과) ;
  • 김동건 (강원대학교 대학원 토목공학과)
  • Published : 2006.08.31

Abstract

A probabilistic analysis model. one of reliability analysis methods introducing the concept of variables, was developed to investigate the uncertainty of dominant factors influencing the degree of consolidation in the radial consolidation theories. Based on the developed probabilistic analysis model, sensitivity study of those factors was performed to find their trends of affecting the degree of consolidation in the vertical drain method. Various radial consolidation theories, proposed by Barron(1948), Hansbo(1979), Yoshikuni(1979) and Onoue(1988), were used for this parametric study with the influencing factors such as size of smear zone, reduction ratio of permeability in the smear zone, discharge capacity, permeability for horizontal flow and coefficient of consolidation for horizontal flow. As results of this sensitivity study, for the given consolidation theory, contribution of each factor to the degree of consolidation was figure out and compared to each other. For the given value of each factor, the sensitivity to the degree of consolidation in the various theories was evaluated and their applicability and limitations were assessed.

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