Detailed Analysis of Ground Vibration in Subway Tunnel

지하철 터널구간에서의 지반진동 상세해석

  • 이일화 (한국철도기술연구원 궤도토목연구본부) ;
  • 황선근 (한국철도기술연구원 궤도토목연구본부) ;
  • 조성호 (중앙대학교 건설대학 토목공학과) ;
  • 고학송 (한국철도기술연구원 궤도토목연구본부)
  • Published : 2005.05.01

Abstract

Recently, ground-borne noise and vibration generated by underground transit system has been recognized as an important environmental problem. This study reviews several of the improved procedures that have been used to predict ground-borne vibration. At first, ground stiffness profile is examined by SASW test which is the most reasonable surface wave test. It is very important to acquire the exact ground stiffness profile at ground response analysis. At second, the train loading to act roadbed is calculated by using the real measured phase angle data. In finite element analysis, averaged acceleration method, infinite element, Rayleigh damping and 2-dimensional wave propagation analysis is performed.

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