Data Reduction and Analysis Technique for the Resonant Column Testing by Its Theoretical Modeling

공진주 실험의 이론적 모델링에 의한 자료분석 및 해석기법의 제안

  • 조성호 (중앙대학교 토목공학과) ;
  • 황선근 (한국철도기술연구원 궤도토목부) ;
  • 강태호 (중앙대학교 토목공학과) ;
  • 권병성 (한국철도기술연구원 궤도토목부)
  • Published : 2003.03.01

Abstract

The resonant column testing is a laboratory testing method to determine the shear modulus and the material damping factor of soils. The method has been widely used for many applications and its importance has been increased. Since the establishment of the testing method in 1963, the low-technology electronic devices for testing and data acquisition have limited the measurement to the amplitude of the linear spectrum. The limitations of the testing method were also attributed to the assumption of the linear-elastic material in the theory of the resonant column testing and to the use of the wave equation for the dynamic response of the specimen. For the better theoretical formulation of the resonant column testing, this study derived the equation of motion and provided its solution. This study also proposed the improved data reduction and analysis method for the resonant column testing, based on the advanced data acquisition system and the proposed theoretical solution for the resonant column testing system. For the verification of the proposed data reduction and analysis method, the numerical simulation of the resonant column testing was performed by the finite element analysis. Also, a series of resonant column testing were peformed for Joomunjin sand, which verified the feasibility, of the proposed method and showed the limitations of the conventional data reduction and analysis method.

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