Evaluation of Dynamic Properties of Subballast Materials Used in Korea Using Midsize Resonant Column Test Apparatus

중형 공진주 시험기를 이용한 보조도상 재료의 동적특성 정량화

  • 임유진 (배재대학교, 건설환경철도공학과) ;
  • 신중훈 (배재대학교, 건설환경철도공학과) ;
  • 박경수 (배재대학교, 건설환경철도공학과) ;
  • 박재학 (배재대학교, 건설환경철도공학과) ;
  • 황정규 (배재대학교, 건설환경철도공학과)
  • Published : 2011.05.26

Abstract

It is an well-known fact that dynamic properties should be considered in design and maintenance of civil structures undergoing dynamic force such as rail track. For designing of the rail tack structures, dynamic properties of track bed soil such as shear modulus (G) and damping coefficients(D) obtained in small to medium range of shear strain must be known. In general, small size sample of D=5 cm and H=10cm has been used mostly for test convenience. However, ratio of largest particle diameter of the soil to sample diameter is very important and affects to the values of dynamic soil properties in track bed. In this study, an RC/TS test apparatus was built and was run for testing a medium size soil sample that can handle with compacted soil sample up to 10 cm diameter and 20 cm height.

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