Response Analysis of Ground Vibration for Cutting and Embankment Transition Zone Structure

절성토 접속구조별 지반진동 응답특성

  • 이일화 (한국철도기술연구원, 고속철도연구본부) ;
  • 윤원민 (한국철도기술연구원, 고속철도연구본부) ;
  • 최원일 (한국철도시설공단, KR연구원) ;
  • 황인환 (한국철도시설공단, KR연구원) ;
  • 황성욱 (아이에스동서주식회사, 기술연구소)
  • Published : 2011.10.20

Abstract

The vibration resulting from railway operation is transmitted through the track and line structure, ground movements to adjacent buildings. As these vibration is growing, there is occurred exaggerated forces and displacements of the track and line structure and it is causing the differential settlement. It is difficult to clarify the dynamic response characteristics of trackbed because of various environmental conditions. However, track irregularity be affected by ununiformed bearing capacity and its dynamic response, study for dynamic response characteristics is required to investigate the cause of track irregularity and countermeasure. This study was intended to evaluate the numerical analysis which exam the response analysis characteristic of ground vibration by shape of cutting and embankment transition zone. The original method of analysis were have to examine variables such as directions, angles, drain conditions, linear conditions. However, In the analysis there were to consider the effect of moving loads according to directions of cutting and embankment transition zone.

Keywords