Modification of Bouwer and Rice method using flow net to evaluate hydraulic conductivity of vertical cutoff wall considering filter cake development

연직차수벽에서 필터케익을 고려한 순간 변위시험 해석시 유선망을 이용한 수정 Bouwer and Rice법의 적용

  • Nguyen, The Bao (School of Civil, Environmental and Architectural. Engineering, Korea University) ;
  • Kwak, Tae-Hoon (School of Civil, Environmental and Architectural. Engineering, Korea University) ;
  • An, Yong-Hoon (School of Civil, Environmental and Architectural. Engineering, Korea University) ;
  • Choi, Hang-Seok (School of Civil, Environmental and Architectural. Engineering, Korea University)
  • 웽 테 바오 (고려대학교 건축사회환경공학부) ;
  • 곽태훈 (고려대학교 건축사회환경공학부) ;
  • 안용훈 (고려대학교 건축사회환경공학부) ;
  • 최항석 (고려대학교 건축사회환경공학부)
  • Published : 2009.09.25

Abstract

As a conventional line-fitting method, the Bouwer and Rice method has been popularly adopted to estimate the hydraulic conductivity of an aquifer through a slug test. Because a ventical cutoff wall is usually very compressible and features a small wall thickness, the Bouwer and Rice method should be carefully used for the vertical cutoff wall. In addition, a relatively impermeable layer, called a filter cake, formed at the interface between the cutoff wall and the natural soil formation makes it difficult to use the Bouwer and Rice method directly. In order to overcome such limitations, the original Bouwer and Rice method is modified by incorporating the concept of the flow net method. In this modification, the geometry condition of cutoff walls including the filter cake is effectively considered in evaluating the hydraulic conductivity of a vertical cutoff wall.

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