Wetness Index Estimate and Suggestion of the Criteria of the Rockfall Protective Barrier in Talus slope

테일러스 사면의 습윤지수 산정 및 낙석방호시설 설치 기준 제안

  • Kim, Seung-Hyun (Geotechnical Engineering Research Department, Korea Institute of Construction Technology) ;
  • Koo, Ho-Bon (Geotechnical Engineering Research Department, Korea Institute of Construction Technology) ;
  • Baek, Yong (Geotechnical Engineering Research Department, Korea Institute of Construction Technology) ;
  • Kim, Sung-Wook (Geo-Information Research Group Co., Ltd.) ;
  • Kim, In-Soo (Dept. of Geology, Busan National Univ.)
  • 김승현 (한국건설기술연구원 지반연구부) ;
  • 구호본 (한국건설기술연구원 지반연구부) ;
  • 백용 (한국건설기술연구원 지반연구부) ;
  • 김성욱 (지반정보연구소) ;
  • 김인수 (부산대학교 자연대학 지질학과)
  • Published : 2004.03.25

Abstract

Talus topography is that weathered rock clasts were accumulated dropping in steep slope to action of gravity. Rock fall talus is formed by the accumulation of rock debris falling as individual particles from a cliff. If the collapse is produced in talus slope. it will be possible the loss of manpower and country. Despite correct access about talus is required, domestic research was scientific access about talus short because of short resolution of aerophoto and difficulties of research about huge talus. In this Study, Our research team analgize the wetness index using the geomorphogical data. Lineament through wetness index is simillar with distribution of the talus. And, the aim of the present study is to review and compare fabric data derived from rock fall talus about orientation, distribution and morphology. These deposits tend to have approximately equal amounts of clasts oriented parallel and perpendicular to the dip direction of the slope. And, platy- shaped clasts dominate the proximal and intermediate parts of the talus, wheres blocky-shaped clasts is more common in the distal part. we carry out Rock Fall Simulation. And, We install criteria of the rockfall protective barrier using talus and geomorphological characteristics.

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