현장 강우재현시험을 통한 방조제 사면필터층의 필터성능분석

Evaluation of Filter Capacity for Sea Dyke Slope Filter Layer by In-situ Rainfall Test

  • 오영인 (한국농촌공사 농어촌연구원 농공기술연구실) ;
  • 김서룡 (한국농촌공사 농어촌연구원 농공기술연구실) ;
  • 유전용 (한국농촌공사 농어촌연구원 농공기술연구실) ;
  • 김현태 (한국농촌공사 농어촌연구원 농공기술연구실)
  • Oh, Young-In (Agricultural Engineering Research Division, Rural Research Institute, KRC) ;
  • Kim, Seo-Ryong (Agricultural Engineering Research Division, Rural Research Institute, KRC) ;
  • Yoo, Jeon-Yong (Agricultural Engineering Research Division, Rural Research Institute, KRC) ;
  • Kim, Hyun-Tae (Agricultural Engineering Research Division, Rural Research Institute, KRC)
  • 발행 : 2006.03.24

초록

Geotextiles consist of three major types of geosynthetic material (woven, non-woven and composite) and the functions of geotextiles are separation, reinforcement, filtration, drainage and as a moisture barrier. Although the many research scholar and engineer developed and established the design criteria and construction methodology, sustainable research still needed for optimum design methodology to the complicate field conditions. In this study, in-situ rainfall test performed to develop suitable filter system for sea dyke upper slope filter layer. In-situ rainfall test conducted for seven different filter system and measured the infiltration flux and pore pressure at various filter layer. Based on the test results, the double layered geotextile filter and sand transition system is most suitable for sea dyke upper filter layer because which system is effective for drainage of infiltration flow and minimize the deformation of sea dyke cover stone.

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