Effect of Particle Crushing on the Results on DMT in Sand

입자 파쇄가 사질토의 DMT 결과에 미치는 영향

  • Lee, Moon-Joo (School of Civil, Environmental, and Architectural Engineering, Korea Univ.) ;
  • Choi, Young-Min (School of Civil, Environmental, and Architectural Engineering, Korea Univ.) ;
  • Kim, Min-Tae (School of Civil, Environmental, and Architectural Engineering, Korea Univ.) ;
  • Bae, Kyung-Doo (School of Civil, Environmental, and Architectural Engineering, Korea Univ.) ;
  • Lee, Woo-Jin (School of Civil, Environmental, and Architectural Engineering, Korea Univ.)
  • 이문주 (고려대학교 공과대학 건축토목환경공학부) ;
  • 최영민 (고려대학교 공과대학 건축토목환경공학부) ;
  • 김민태 (고려대학교 공과대학 건축토목환경공학부) ;
  • 배경두 (고려대학교 공과대학 건축토목환경공학부) ;
  • 이우진 (고려대학교 공과대학 건축토목환경공학부)
  • Published : 2010.03.25

Abstract

Most important characteristics of calcareous sand are the particle angularity and hollow structure. These characteristics lead to the different behavior of calcareous sand compared to siliceous sand. This study performs a series of dilatometer test using calibration chamber, in order to analyze the effect of particle characteristic of calcareous sand on DMT indices. From experimental test, it is observed that the horizontal stress index($K_D$) and dilatometer modulus($E_D$) of calcareous Jeju sand is underestimated compared to siliceous sand. This is because the particle crushing during penetration induces the less contraction of the dilatometer membrane. A slightly smaller influence of particle crushing is reflected in $E_D$ rather than $K_D$, because $P_1$ pressure reflects the deformation characteristics of un-crushed particle relatively well. It is also observed that $K_D$ of Jeju sand is differently influenced by the vertical effective stress compared with that of siliceous sand.

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