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      지오그리드 보강 Stone Column의 파괴메카니즘 및 지지력 특성 - 축소모형실험을 통한 고찰 = Load Carrying Capacity and Failure Mechanism of Geogrid Reinforced Stone Columns : Reduced-Scale Model Tests

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      https://www.riss.kr/link?id=A104661822

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      다국어 초록 (Multilingual Abstract)

      Stone column is one of the ground improvement systems which is being used for accelerating consolidation and increasing bearing capacity for settlement sensitive structures like load embankments, bridge abutments, oil storage tanks etc. The effects of this method are enhancement of ground bearing capacity, reduction of settlement, prevention of liquefaction and prevention of lateral ground movement. Recently, geosynthetic reinforced (encased) stone column approach has been developed to improve its load carrying capacity through increasing confinement effect. Although such a concept has successfully been applied in practice, fundamentals of the method have not been fully explored. This paper presents the results of an investigation on the bearing capacity and failure mechanism of geogrid-encased stone column by model tests. The results of the analyses indicated improved bearing capacity of the geogrid reinforced stone column method over the conventional strone column method with no encasing.
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      Stone column is one of the ground improvement systems which is being used for accelerating consolidation and increasing bearing capacity for settlement sensitive structures like load embankments, bridge abutments, oil storage tanks etc. The effects of...

      Stone column is one of the ground improvement systems which is being used for accelerating consolidation and increasing bearing capacity for settlement sensitive structures like load embankments, bridge abutments, oil storage tanks etc. The effects of this method are enhancement of ground bearing capacity, reduction of settlement, prevention of liquefaction and prevention of lateral ground movement. Recently, geosynthetic reinforced (encased) stone column approach has been developed to improve its load carrying capacity through increasing confinement effect. Although such a concept has successfully been applied in practice, fundamentals of the method have not been fully explored. This paper presents the results of an investigation on the bearing capacity and failure mechanism of geogrid-encased stone column by model tests. The results of the analyses indicated improved bearing capacity of the geogrid reinforced stone column method over the conventional strone column method with no encasing.

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      참고문헌 (Reference)

      1 "지오그리드 보강 Stone Column의 장단기 하중 지지특성-유한요소해석을 통한 고찰" 2006

      2 "실대형 실험을 통한 계단식 보강토 옹벽의 거동 특성 분석" 성균관대학교 토목환경공학과 66-69, 2004

      3 "The bearing behaviour of geogrid reinforced crushed stone columns in comparison to non- reinforced concrete pile foundations" 285-288, 2004

      4 "Reinforcing of cohesive soils with stone columns" 7 (7): 42-49, 1974

      5 "Reclaiming land with geotextile-encased columns" 20 (20): 34-39, 2002

      6 "Model tests for analysis of the bearing and deformation behaviour of column foundation" 1521-1526, 1999

      7 "Laboratory and analytical investigation of sleeve reinforced stone columns" carleton university 1995

      8 "Geotextile- encased columns (GEC) for foundation of a dike on very soft soils" 1025-1028, 2001

      9 "Geotextile encased columns(GEC) load capacity & geotextile selection, Sweden" 2003

      10 "Geogrid wrapped vibro stone columns" 289-294, 2004

      1 "지오그리드 보강 Stone Column의 장단기 하중 지지특성-유한요소해석을 통한 고찰" 2006

      2 "실대형 실험을 통한 계단식 보강토 옹벽의 거동 특성 분석" 성균관대학교 토목환경공학과 66-69, 2004

      3 "The bearing behaviour of geogrid reinforced crushed stone columns in comparison to non- reinforced concrete pile foundations" 285-288, 2004

      4 "Reinforcing of cohesive soils with stone columns" 7 (7): 42-49, 1974

      5 "Reclaiming land with geotextile-encased columns" 20 (20): 34-39, 2002

      6 "Model tests for analysis of the bearing and deformation behaviour of column foundation" 1521-1526, 1999

      7 "Laboratory and analytical investigation of sleeve reinforced stone columns" carleton university 1995

      8 "Geotextile- encased columns (GEC) for foundation of a dike on very soft soils" 1025-1028, 2001

      9 "Geotextile encased columns(GEC) load capacity & geotextile selection, Sweden" 2003

      10 "Geogrid wrapped vibro stone columns" 289-294, 2004

      11 "Design and construction of stone columns" 1983

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      유사연구자 (20) 활용도상위20명

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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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