Comparison of Pluviation and Vibrating table method on the Minimum void ratio of crushed sand

인공모래의 최소간극비 산정 시 플루베이션과 진동대 시험법의 적용성 비교

  • Cho, Youg-Soon (Dept. of Civil, Environmental, and Architectural Engrg., Korea Univ.) ;
  • Kim, Rae-Hyun (Dept. of Civil, Environmental, and Architectural Engrg., Korea Univ.) ;
  • Kim, Jae-Jeong (Dept. of Civil, Environmental, and Architectural Engrg., Korea Univ.) ;
  • Lee, Woo-Jin (Dept. of Civil, Environmental, and Architectural Engrg., Korea Univ.)
  • 조용순 (고려대학교 건축.사회환경시스템공학과) ;
  • 김래현 (고려대학교 건축.사회환경시스템공학과) ;
  • 김재정 (고려대학교 건축.사회환경시스템공학과) ;
  • 이우진 (고려대학교 건축.사회환경시스템공학과)
  • Published : 2008.10.10

Abstract

The relative density of soil indicate loose and dense state of sand. Because sand is low compressibility, initial relative density of sand is important effect factor of compression and shear behavior. To measure exactly relative density, the exactly maximum and minimum void ratio was determinated by laboratory tests. Generally, vibrating table method is adapted for minimum void ratio(KS F 2345). However KS F 2345 is not consider the particle break during the vibrating table test. In this study, The minimum void ratio is compared with a method of Pluviation and Vibrating table test results using the K-7(crushed sand). It is concluded that the K-7 sand particles were crushed during the vibrating table test and vibrating table test is not a suitable test for a crushed sand $e_{min}$.

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