Development of Empirical Equations for Estimating the Train-Induced Ground Vibration

철도연변 지반 진동 Data Base 구축을 통한 지반진동예측 실험식

  • 황선근 (한국철도기술연구원 시설연구본부) ;
  • 고태훈 (한국철도기술연구원 시설연구본) ;
  • 엄기영 (한국철도기술연구원 시설연구본) ;
  • 오상덕 (한국철도기술연구원 시설연구본부)
  • Published : 2001.05.01

Abstract

In this study, the train-induced vibration was measured at many locations at/around the actual service lines and the data base was constructed using the measurement results. The characteristics of train induced ground vibration was categorized and the empirical ground vibration estimating equations were developed. On the ground area (level grounds, embankments, cut sections), the vibration estimating equations were developed in terms of ground vibration level which was related with the distance from the source. Especially for the cut section areas, the vibration levels were expressed with the vibration receiving point expressed by the ratio of vertical distance to horizontal distance(V/H) from the source. As a result, when V/H is 0.96, the vibration estimating equation gives a minimum vibration level.

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