Hydraulic Characteristics of Crushed Stone Mat Considering Mixed Ratio

혼합비를 고려한 쇄석매트의 수리특성

  • Lee, Jun-Hun (Dept. of Rural Engineering, Chungbuk National Univ.) ;
  • Chae, Chang-Woo (Dept. of Rural Engineering, Chungbuk National Univ.) ;
  • Lee, Ju-Hyeong (Dept. of Rural Engineering, Chungbuk National Univ.) ;
  • Lee, Myung-Goo (Dept. of Rural Engineering, Chungbuk National Univ.) ;
  • Lim, Seong-Yoon (Geotechnical Research Team, Expressway & Transportation Research Institute, Korea Expressway Corporation) ;
  • Choi, Young-Chul (Geotechnical Research Team, Expressway & Transportation Research Institute, Korea Expressway Corporation) ;
  • Song, Chang-Seob (Dept. of Rural Engineering, Chungbuk National Univ.)
  • 이준헌 (충북대학교 지역건설공학과) ;
  • 채창우 (충북대학교 지역건설공학과) ;
  • 이주형 (충북대학교 지역건설공학과) ;
  • 이명구 (충북대학교 지역건설공학과) ;
  • 임성윤 (한국도로공사 도로교통연구원) ;
  • 최영철 (한국도로공사 도로교통연구원) ;
  • 송창섭 (충북대학교 지역건설공학과)
  • Published : 2010.03.25

Abstract

In this study, in order to examine the hydraulic characteristics for a crushed stone mat. it was accomplished discharge capacity test and soil-water characteristic curve(SWCC) with the object of the research. From the test result, it produced propriety mixed ratio of the crushed stone which mixes the sand. at the time of crushed stone 100% where it does not mixes the sand it appeared that permeability was biggest. increase of shock and content of the sand showed decrease of air entry value.

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