Strength Characteristics of Light-Weight Cement mind Marine Clay with Foam

경량기포혼합 준설토의 강도특성

  • 박건태 (단국대학교 토목공학과) ;
  • 김주철 (단국대학교 토목공학과) ;
  • 윤길림 (한국해양연구원 항만공학센터) ;
  • 이종규 (단국대학교 공과대학 토목공학과)
  • Published : 2002.03.01

Abstract

A massive amount of marine clay produced as dredging of coast and sea bed is often dumped in open sea and filled in pond. The treatment of marine clay demand a large area and make fatal environmental problems for echo system. This research work intend to manufacture a light-weight landfill materials which are produced by mixing the dredged marine clay with various amount cement and foam. An extensive Uniaxial and Triaxial compression test are carried out to investigate the strength characteristics of the light-weight cement mixed marine clay with foam under various test conditions. The results indicated that the required unit weight has been achieved with negligible change after 28days curing time in water. It is also recognized that the compressive strength of light-weight landfill materials linearly decrease with increasing initial water content, and the rate of strength decrease with increasing initial water content in water curing was smaller than that of air curing Futhermore, the rate of strength decreased with increasing initial water content, however, the rate become smaller as cement content increased.

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