A Study on the Property of Dredging Soils Stratified by Two dimensional Segregating Sedimentation

2차원 분리퇴적에 의한 준설토의 성상에 관한 연구

  • 김형주 (군산대학교 토목환경공학과) ;
  • 심민보 ((주)평원엔지니어링) ;
  • 전혜선 (군산대학교 토목환경공학과) ;
  • 이민선 (군산대학교 토목환경공학과) ;
  • 백필순 (군산대학교 토목환경공학과) ;
  • 최대일 (군산대학교 토목환경공학과)
  • Published : 2006.10.27

Abstract

Two dimensional diffusion model test was conducted to investigate the sedimentation properties and consolidation process of reclaimed ground using dredging coarse soil which is composed of passing amount 20 percentage and 45 percentage of #200 sieve size respectively. The passing amount of #200 sieve size affected on sedimentation properties. The coarse soil which is passing amount of 20 percent showed that the sedimentation structure was layered type and passing amount of 45 percentage was wall-partition type according diffusion distance. Furthermore, the water content of surface and section, and distribution of fine soil were changed according to diffusion distance. and the change amount of pore water pressure and strength property when soil is diffused, segregated and accumulated can be applied efficiently in design of dredging and reclamation.

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