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室內 試驗方法에 따른 粘性土의 透水係數 比較硏究 원문보기
(A) Comparative Study of the Coefficient of permeability of Clay according to the laboratory test methods

  • 저자

    오태환

  • 학위수여기관

    昌原大學校 産業情報大學院

  • 학위구분

    국내석사

  • 학과

    토목공학과

  • 지도교수

  • 발행년도

    2003

  • 총페이지

    ii, 57p.

  • 키워드

    실내시험방법 점성토 투수계수 투수시험;

  • 언어

    kor

  • 원문 URL

    http://www.riss.kr/link?id=T9166450&outLink=K  

  • 초록

    This study carried out the Falling Head Permeability Test, STD, and CRS, to compare and analyze permeability coefficient according to Laboratory tests. ⅰ) The permeability coefficient of clay changed according to different test. ⅱ) The coefficient from the Falling Head Permeability Test tended to be greater than the one from the Consolidation Test. ⅲ) In the range of initial compression, the coefficient from the CRS test tended to be somewhat greater than the one from the Standard Consolidation Test. However, in the range of nor mally consolidation, the coefficients of the both tests tended to converge.


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