Change of Geotechnical Properties of Sand due to Cementation

고결(Cementation)에 의한 모래의 지반공학적 특성 변화

  • Lee, Moon-Joo (Dept. of Civil and Environmental Engineering, Korea University) ;
  • Kim, Seung-Han (Dept. of Civil and Environmental Engineering, Korea University) ;
  • Choi, Sung-Kun (Dept. of Civil and Environmental Engineering, Korea University) ;
  • Lee, Woo-Jin (Dept. of Civil and Environmental Engineering, Korea University)
  • 이문주 (고려대학교 사회환경시스템공학과) ;
  • 김승한 (고려대학교 사회환경시스템공학과) ;
  • 최성근 (고려대학교 사회환경시스템공학과) ;
  • 이우진 (고려대학교 사회환경시스템공학과)
  • Published : 2006.03.24

Abstract

In this study, the change of getechnical properties of sand due to cementation was investigated by undrained triaxial test of isotropicallv consolidated sample. For inducing the cementation, $5\sim20%$(sand weight) gypsum were included in the sand and cured in the mold under the overburden pressure 55kPa. The yielding strength and stiffness of cemented sand were increased and also the aspects of effective pore water pressure were changed as the degree of cementation and the relative density. Generally the degree of cementation exerted more influence on the behavior of cemented sand than the relative density.

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