한국방재학회:학술대회논문집

Korean Society of Hazard Mitigation (한국방재학회)
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A Stability Evaluation according to inclination of Upper Natural Slope in Soil Slope

토사사면의 상부자연사면 경사에 따른 안정성 평가

  • 이정엽 (한국건설기술연구원 지반방재환경연구실) ;
  • 구호본 (한국건설기술연구원 지반방재환경연구실) ;
  • 김승현 (한국건설기술연구원 지반방재환경연구실) ;
  • 김승희 (한국건설기술연구원 지반방재환경연구실)
  • Published : 2008.02.28
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Abstract

The purpose of this study is the stability evaluation of soil slope according to inclination of upper natural slope. Upper natural slope breeds loss of slope by inflow in slope of surface water by rainfall and fluctuation of amount of materials in slope through method of cutting slope according to degree of inclination. Basis of standard inclination does not consider of inclination of upper natural slope and is presented uniformly. Therefore, in this study, analyzed stability of inclination of upper natural slope through limit equilibrium analysis.

Keywords