Study for the Pertinent Scheme of the One Dimensional FDM Analysis

1차원 압밀 F.D.M 해석의 최적도식(Scheme) 연구

  • 김팔규 (충남대학교 공과대학 토목공학과) ;
  • 김지호 (충남대학교 토목공학과) ;
  • 구기욱 ((재)한국철도기술공사) ;
  • 류권일 (충남대학교 토목공학과)
  • Published : 2000.03.01

Abstract

Pioneering work by Terzaghi imparted scientific and mathematical bases to many aspects of this subject and many people use this theory to measure the consolidation settlement until now. In this paper, Finite Difference Methods for consolidation are considered. First, it is shown the stability criterion of Explicit scheme and the Crank-Nicolson scheme, although unconditionally stable in the mathematical sense, produces physically unrealistic solutions when the time step is large. it is also shown that The Fully Implicit scheme shows more satisfactory behavior, but is less accurate for small time steps. and then we need to decide what scheme is more proper to consolidation. The purpose of this paper is to suggest the pertinent scheme to consolidation.

Keywords