A Study on the Strength Parameters of Cut Slopes on the National Highway

일반국도상 절토사면 강도정수에 관한 연구

  • Rhee, Jong-Hyun (Geotechnical Disaster & Environment Research Division, Korea Institute of Construction Technology) ;
  • Kim, Seung-Hyun (Geotechnical Disaster & Environment Research Division, Korea Institute of Construction Technology) ;
  • Kim, Jin-Hwan (Geotechnical Disaster & Environment Research Division, Korea Institute of Construction Technology) ;
  • Lee, Jeong-Yeob (Geotechnical Disaster & Environment Research Division, Korea Institute of Construction Technology) ;
  • Koo, Ho-Bon (Geotechnical Disaster & Environment Research Division, Korea Institute of Construction Technology)
  • 이종현 (한국건설기술연구원 지반방재.환경연구실) ;
  • 김승현 (한국건설기술연구원 지반방재.환경연구실) ;
  • 김진환 (한국건설기술연구원 지반방재.환경연구실) ;
  • 이정엽 (한국건설기술연구원 지반방재.환경연구실) ;
  • 구호본 (한국건설기술연구원 지반방재.환경연구실)
  • Published : 2008.10.10

Abstract

Many cut slopes are situated on national highways. In this study, we chose rock slopes of moderated weathering grade to analyze general strength parameters of cut slopes. We analyzed the strength parameters of selected rock slopes by the experience method. Also, we arranged the strength parameters by area and rock types.

Keywords