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      KCI등재 SCIE SCOPUS

      Correlation between the Laboratory and In-situ Permeability for the Embankments

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      https://www.riss.kr/link?id=A104776985

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      다국어 초록 (Multilingual Abstract)

      Permeability is one of the major factors of the seepage stability of the embankments such as reservoirs and sea dikes. Seepage through the embankment has many uncertainties due to an application of inaccurate permeability, use of bad construction mate...

      Permeability is one of the major factors of the seepage stability of the embankments such as reservoirs and sea dikes. Seepage through the embankment has many uncertainties due to an application of inaccurate permeability, use of bad construction materialsand poor compaction during construction of the embankment. The most important one is permeability that results in seepageproblems of embankment. Seepage rate through the embankment and internal erosion increases as the permeability increases.Therefore, the proper assessment of permeability is important when the embankment is designed and maintained and managed. Ingeneral, the permeability is usually obtained from the laboratory test. However, it is no doubt that the permeability by laboratory testhas some difference with the actual permeability in field. In this study, a series of laboratory tests were carried out with soil obtainednHwaong sea dike. Its correlation between the laboratory and in-situ permeability values was analyzed. The results show that therewere significant differences between the laboratory and in-situ permeability values. In this case, the in-situ permeability values weremuch higher than the laboratory ones; the in-situ permeability values were α×100~α×104 (average, α×102) times higher than thelaboratory permeability ones. For this reason, the laboratory permeability values were chosen for the design values, the seepagethatthe design standard for the seepage safety could be corrected and upgraded to higher level.

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      참고문헌 (Reference)

      1 "Final Closing of Hwaong Sea dike (in Korean)." 2003

      2 "Causes Analyses and Countermeasures of Sea Water Intrusion through Hwaong Sea dike (in Korean)." 2004

      3 "A Study on the Method of Preventing Piping for the Hwaong Sea dike (I) (in Korean)." 2001

      4 "A Study on the Method of Preventing Piping for the Hwaong Sea dike (I) (in Korean)." 2001

      1 "Final Closing of Hwaong Sea dike (in Korean)." 2003

      2 "Causes Analyses and Countermeasures of Sea Water Intrusion through Hwaong Sea dike (in Korean)." 2004

      3 "A Study on the Method of Preventing Piping for the Hwaong Sea dike (I) (in Korean)." 2001

      4 "A Study on the Method of Preventing Piping for the Hwaong Sea dike (I) (in Korean)." 2001

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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