비선형 유한변형률 압밀이론을 이용한 압밀 해석 프로그램 개발

Development of a Program for Consolidation Analysis Using Nonlinear Finite Strain Consolidation Theory

  • 이송 (서울시립대학교 토목공학과) ;
  • 이규환 (서울시립대학교 도시과학연구소) ;
  • 전제성 (서울시립대학교 토목공학과)
  • 발행 : 1999.02.01

초록

Terzaghi's theory of one-dimensional consolidation is restricted in its applicability to relatively thin layers and small incremental loading. Because it is assumed to infinitesimal strain and linear material function. For this reason, Gibson et al established a rigorous formulation for the one-dimensional nonlinear finite strain consolidation theory. There are some difficulties in the application of finite strain consolidation theory. The developed program consisted of several forms and modules. These forms and modules with graphic-user-interfaced format are used in analysis of consolidation practices. For the purpose of verification of developed program. the results of case study and prediction of developed program are compared. The results of comparison is fairly well with prediction and measured data. And with varying finite strain consolidation parameter, g(e) or λ(e), the sensitivity of predicted values were examined.

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