A proposal of simple evaluation on the seismic performance of tunnel lining

터널 라이닝의 내진성능 간편 평가법 제안

  • Ahn, Jae-Kwang (Earthquake and Volcano Research Division, Korea Meteorological Administration) ;
  • Byun, Yoseph (Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology) ;
  • Lee, Gyuphil (Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology) ;
  • Lee, Seongwon (Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology)
  • 안재광 (기상청 지진화산센터) ;
  • 변요셉 (한국건설기술연구원 지반연구소) ;
  • 이규필 (한국건설기술연구원 지반연구소) ;
  • 이성원 (한국건설기술연구원 지반연구소)
  • Received : 2018.01.25
  • Accepted : 2018.02.26
  • Published : 2018.03.31


The country has built and is operating IT-based integrated management system for efficient management of national highway tunnels used publicly these days. Since this system doesn't include the management function on earthquakes, it is impossible to promptly respond to earthquakes and to select the sections requiring seismic reinforcement. Tunnels designed and constructed after 1999 have been subjected to seismic design for an earthquake with a return period 1000 years. Therefore, it is necessary to evaluate the stability of structures in case of earthquakes more than this. Since it takes a lot of time to perform the stability evaluation on various earthquake magnitudes, a method that can easily evaluate earthquakes is needed. In this paper, the empirical simplification method that can easily evaluate the earthquake was proposed. For this, the study calculated ground displacement by conducting one-dimensional ground response analysis, and examined the safety of tunnels in the event of occurrence of an earthquake using two means of response displacement method (analytics and numerical analysis).


Grant : 도심지 소단면(φ3.5 m급) 터널식 공동구 설계 및 시공 핵심기술 개발, 수치예보.지진업무 지원 및 활용 연구

Supported by : 국토교통과학기술진흥원, 기상청


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