A Study on the Soil Water Characteristic Curve with Change of Coefficient of Uniform in Compacted Granitic Soils

다짐 화강풍화토의 균등계수 변화에 따른 함수특성곡선에 관한 연구

  • 유건선 (한라대학교 토목공학과) ;
  • 김덕경 (강원대학교 대학원 토목공학과) ;
  • 유남재 (강원대학교 토목공학과)
  • Published : 2009.02.28

Abstract

In this study, to determine characteristics of compaction and the soil water characteristic curve(SWCC) in decomposed granitic soils, compaction tests and SWCC tests were carried out for samples having various contents of coefficient of uniform($c_u$), By compacting their samples with standard Proctor density test, the effects of binder contents on maximum dry density and optimum moisture content were investigated and compared. Samples compacted with the maximum dry density and the optimum moisture content were tested by means of the SWCC, to determine their SWCC parameters, such as Brooks & Corey(${\lambda}$, ${\Psi}_b$), Van Genuchten (${\alpha}$, n, m), Fredlund & Xing(a, n, m).

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