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      KCI등재

      성토사면에 타설된 현장 콘크리트 말뚝의 강도특성에 미치는 성토재료 및 타설 방법에 대한 영향 = Effect of Strength Properties of In-Situ Concrete Pile in Embankment Slopes on Embankment Materials and Boring Methods

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      https://www.riss.kr/link?id=A100924359

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      다국어 초록 (Multilingual Abstract)

      This study evaluated the applicability of in-situ concrete pile as a stabilization materials of embankment slopes including agricultural reservoir and rural road etc. The experimental embankment slopes was constructed to investigate the strength properties of in-situ concrete pile with embankment materials and boring methods. The test variable were applied the boring method(driving and augering) and water-cement ratio. In order to analyze the physical and mechanical properties of embankment materials, permeability and water contents test were was performed. Also, the freshly and harden of in-situ concrete properties were measured by the slump and compressive strength tests. The results showed the water content and permeability of embankment materials and boring methods affected on compressive strength of in-situ concrete pile.
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      This study evaluated the applicability of in-situ concrete pile as a stabilization materials of embankment slopes including agricultural reservoir and rural road etc. The experimental embankment slopes was constructed to investigate the strength prope...

      This study evaluated the applicability of in-situ concrete pile as a stabilization materials of embankment slopes including agricultural reservoir and rural road etc. The experimental embankment slopes was constructed to investigate the strength properties of in-situ concrete pile with embankment materials and boring methods. The test variable were applied the boring method(driving and augering) and water-cement ratio. In order to analyze the physical and mechanical properties of embankment materials, permeability and water contents test were was performed. Also, the freshly and harden of in-situ concrete properties were measured by the slump and compressive strength tests. The results showed the water content and permeability of embankment materials and boring methods affected on compressive strength of in-situ concrete pile.

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      참고문헌 (Reference)

      1 Hwang, M.S., "The compressive strength characteristics for embankment slopes of construction of In-Situ concrete pile" Kongju National University 2003

      2 Kim, M.I., "Study on rainfall infiltration characteristics for weathered soils: analysis of soil volumetric water content and its application" 18 (18): 83-92, 2008

      3 "Japan Geotechnical Society, 1995, Problem and Solution of foundation pile, Reported by JGS, Tokyo"

      4 Park, J.B., "Investigation on the bearing capacity and load transfer characteristics of displacement in-situ concrete(OMEGA) pile" 19 (19): 139-152, 1999

      5 Paik, K.H., "Investigation for possible practical applicability of open-ended PHC pile" 14 (14): 965-975, 1994

      6 Elsen, E.V.D., "Intensive water content and discharge measurement system in a hill slope gully in china" 54 : 93-115, 2003

      7 Chang, B.W., "Evaluation of degradation and safety agricultural reservoir" 40 (40): 49-56, 1998

      8 Yun, K.K., "An Experimental Study on the Surface Scaling Resistance of Pavement Concretes Reinforced by Polypropylene Fibers" 19 (19): 603-612, 1999

      9 Reynold, W.D., "A laboratory an numerical assessment of the guelph permeameter method" 144 (144): 282-299, 1987

      10 Bang, D.S., "A case study of leakage in fill dams" 10 (10): 54-60, 2006

      1 Hwang, M.S., "The compressive strength characteristics for embankment slopes of construction of In-Situ concrete pile" Kongju National University 2003

      2 Kim, M.I., "Study on rainfall infiltration characteristics for weathered soils: analysis of soil volumetric water content and its application" 18 (18): 83-92, 2008

      3 "Japan Geotechnical Society, 1995, Problem and Solution of foundation pile, Reported by JGS, Tokyo"

      4 Park, J.B., "Investigation on the bearing capacity and load transfer characteristics of displacement in-situ concrete(OMEGA) pile" 19 (19): 139-152, 1999

      5 Paik, K.H., "Investigation for possible practical applicability of open-ended PHC pile" 14 (14): 965-975, 1994

      6 Elsen, E.V.D., "Intensive water content and discharge measurement system in a hill slope gully in china" 54 : 93-115, 2003

      7 Chang, B.W., "Evaluation of degradation and safety agricultural reservoir" 40 (40): 49-56, 1998

      8 Yun, K.K., "An Experimental Study on the Surface Scaling Resistance of Pavement Concretes Reinforced by Polypropylene Fibers" 19 (19): 603-612, 1999

      9 Reynold, W.D., "A laboratory an numerical assessment of the guelph permeameter method" 144 (144): 282-299, 1987

      10 Bang, D.S., "A case study of leakage in fill dams" 10 (10): 54-60, 2006

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      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2015-12-02 학술지명변경 외국어명 : 미등록 -> Journal of the Korean Society of Agricultural Engineers 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
      2005-06-07 학술지명변경 한글명 : 한국농공학회지 -> 한국농공학회논문집 KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.53 0.53 0.45
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.41 0.41 0.525 0.08
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