A Study of Analysis and Countermeasure of the Collapsed inclined shaft by a Heavy Rain

집중호우로 인한 OO터널 사갱 붕괴 원인 분석 및 대책에 관한 연구

  • Yoon, Tae-Gook (Korea Infrastructure Safety and Technology Cooperation) ;
  • Lee, You-Suk (Korea Infrastructure Safety and Technology Cooperation) ;
  • Oh, Hyuk-Hee (Korea Infrastructure Safety and Technology Cooperation) ;
  • Kim, Dong-Soo (Korea Infrastructure Safety and Technology Cooperation) ;
  • Lee, Song (The University of Seoul)
  • 윤태국 (한국시설안전기술공단) ;
  • 이유석 (한국시설안전기술공단) ;
  • 오혁희 (한국시설안전기술공단 지하시설실) ;
  • 김동수 (한국시설안전기술공단) ;
  • 이송 (서울시립대학교)
  • Published : 2003.03.01

Abstract

In August 2002, side wall of OO tunnel, at the Bonghwa, Kungbuk province, Korea, was collapsed by abruptly applied heavy soil and water pressure to side wall from a inclined shaft when there was a heavy rain. These days, Inclined shaft is used for the purpose of reducing construction time, using ventilation system, using the out of carrying equipment and mucking when we construct tunnel in the world. Recently constructed tunnel has the source of inclined shafts, but the more time elapse, we lose the source of the inclined shaft such as exact position, condition, and the fact that whether inclined shaft is exist or not. Therefore, this study inspected the interior's appearance, analyzed structure to evaluate the reason of collapsing side wall and this study also performed the repairing work. Finally, we show improving maintenance method to prevent that similar accident that might be happened.

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