Evaporation and Desiccation of Soft Dredged Clay

초연약 준설토의 증발 및 건조특성 분석

  • 정하익 (한국건설기술연구원 토목연구부) ;
  • 오인규 (한국건설기술연구원 토목연구부) ;
  • 지성현 (현대건설 기술연구소) ;
  • 이승원 (현대건설 기술연구소) ;
  • 이영남 (현대건설 기술연구소) ;
  • 김수삼 (중앙대학교 건설환경공학과)
  • Published : 2000.11.01

Abstract

An understanding of the behaviour of soft clay soils is important in a large number of civil engineering applications, including dredging operations, land reclamation and slurry management such as disposal and storage. Although the details of the behaviour depend on parameters such as the soil mineralogy, the pore water chemistry, the organic content and the microbiology, there are general features that are typical in many cases. The purpose of this paper is to present and discuss some of evaporation and desiccation observed in laboratory experiments under controlled conditions. Desiccation of dredged material is basically removal of water by evaporation which is controlled by weather and material type, etc. This study shows that (1) solar radiation, (2) wind velocity, (3) material depth, (4) trench depth are important factors in desiccation of dredged ultra soft clay.

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