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      낙동강 하구지역 부산점토의 퇴적환경에 따른 압축특성 = Compressibility Characteristics Associated with Depositional Environment of Pusan Clay in the Nakdong River Estuary

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      https://www.riss.kr/link?id=A104661854

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      다국어 초록 (Multilingual Abstract)

      In the Nakdong River estuary soft and thick clay, which called Pusan clay, are deposited. Despite a number of great reclaimed projects that have been performed in the area, the consolidation settlement and time have been significantly underestimated d...

      In the Nakdong River estuary soft and thick clay, which called Pusan clay, are deposited. Despite a number of great reclaimed projects that have been performed in the area, the consolidation settlement and time have been significantly underestimated due dominantly to sample disturbance, since the last decade. In order to resolve the underestmation, it was necessary to examine the compressibility characteristics through a systematic geotechnical investigation on the clay. In this study an advanced sampling technique was adopted on two sites chosen along the coastline, and then oedometer testing and geological investigation were performed for the undisturbed and reconstituted samples. As the results, the compressibility parameters of the clay were representatively determined, as well as their correlation. Particularly the effects of depositional environment on the physical indexes, level of structure, sample disturbance and compressibility parameters were analyzed for the clay.

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      참고문헌 (Reference)

      1 "Theme Lecture: Geotechnical Characterization of Pusan Clays" 3-44, 2003b8~10April

      2 "The consolidation of clays by gravitational compaction" 373-411, 1970접수일자2006.7.10심사완료일2006.12.8

      3 "The concept and during secondary compression. J. Geotech. Engrg." 113 (113): 230-247, 1987

      4 "Sampling Techniques and Their Effects in Characterizing of Pusan Clay" 3-36, 2005

      5 "Sample Disturbance Effects in Soft Low Plastic Norwegian Clay" 81-102, 1997

      6 "On the Compressibility and Shear Strength of Natural Clays" 40 (40): 329-378, 1990

      7 "Invited paper: Challenges in Geotechnical Investigation of Pusan Clays" 2 : 23-28, 200114-16Dec

      8 "Geotechnical Properties of Pusan Clays" 39 (39): 1050-1060, 2002b

      9 "Geotechnical Characteristics of Marine Clay in Busan New Port" 141-146, 2004aJune2-4

      10 "Geotechnical Characteristics and Engineering Problems of Pusan Clays" 1 : 29-254, 2003a

      1 "Theme Lecture: Geotechnical Characterization of Pusan Clays" 3-44, 2003b8~10April

      2 "The consolidation of clays by gravitational compaction" 373-411, 1970접수일자2006.7.10심사완료일2006.12.8

      3 "The concept and during secondary compression. J. Geotech. Engrg." 113 (113): 230-247, 1987

      4 "Sampling Techniques and Their Effects in Characterizing of Pusan Clay" 3-36, 2005

      5 "Sample Disturbance Effects in Soft Low Plastic Norwegian Clay" 81-102, 1997

      6 "On the Compressibility and Shear Strength of Natural Clays" 40 (40): 329-378, 1990

      7 "Invited paper: Challenges in Geotechnical Investigation of Pusan Clays" 2 : 23-28, 200114-16Dec

      8 "Geotechnical Properties of Pusan Clays" 39 (39): 1050-1060, 2002b

      9 "Geotechnical Characteristics of Marine Clay in Busan New Port" 141-146, 2004aJune2-4

      10 "Geotechnical Characteristics and Engineering Problems of Pusan Clays" 1 : 29-254, 2003a

      11 "Geological and Geotechnical Characteristics of Marine Clays at the Busan New Port" 23 (23): 235-251, 2005

      12 "Engineering Properties and Consolidation Characteristics of Kimhae Estuarine Clayey Soil" Special Publication at the 11th ARC on SMGE 93-108, 1999

      13 "Embankment of Soft Clays" 1990

      14 "Comparative Study on Korean and Japanese Samplers in Investigation of Pusan Soft Clays" 183-189, 2002

      15 "Characterization of Estuarine Marine Clays for Coastal Reclamation in Pusan, Korea" 20 (20): 237-254, 2002c

      16 "A study of Soil Disturbance of Pusan Clays with Reference to Drilling, Sampling and Extruding" 54 (54): 61-65, 2004b

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.31 0.31 0.28
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.28 0.564 0.12
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