A case study of slope failure for large cut-slope

대절토사면내 붕괴발생에 따른 안정성검토 사례연구

  • Lee, Yeon-Hee (Korea Infrastructure Safety and Technology Corporation) ;
  • Shin, Chang-Gun (Korea Infrastructure Safety and Technology Corporation) ;
  • Kim, Yong-Soo (Korea Infrastructure Safety and Technology Corporation) ;
  • Han, Jae-Hee (Road Management Team, Ministry of Construction & Transportation) ;
  • Choi, Jun-Il (Road Management Team, Ministry of Construction & Transportation)
  • 이연희 (한국시설안전기술공단 기술개발실) ;
  • 신창건 (한국시설안전기술공단 기술개발실) ;
  • 김용수 (한국시설안전기술공단 기술개발실) ;
  • 한재희 (건설교통부 도로관리팀) ;
  • 최준일 (건설교통부 도로관리팀)
  • Published : 2006.03.24

Abstract

A counterplan of slope failure has to investigate about various and engineering safety factors. Especially, it is important that large cut-slope must examine rational and economic solution. In this case study, cut-slope failure caused by inflow of rainwater into alternate layers. Hereafter it is suggested that large cut-slope should consider analysis the cause for a decline of safety factor and the engineering character of corestone ground mass.

Keywords