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      KCI등재

      제강슬래그를 이용한 친환경콘크리트의 개발 = Development of the Environmentally Friendly Concrete Using Steel Slag

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      https://www.riss.kr/link?id=A103238952

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      다국어 초록 (Multilingual Abstract)

      In order to develop of the environmentally friendly concrete(EFC) using steel slag of Gwangyang steelworks as coarse aggregate, physical properties of steel slag aggregate were estimated. The leached harmful substances from steel slag and EFC were compared with those of Korean Standard(KS). Also porosity, coefficient of permeability, and strength of FEC were measured and compared with those of 2 kinds of codes and porous concrete using crushed stone.
      As the results, the steel slag corresponded with concrete aggregate of Korea Industrial Standard. Harmful substances of steel slag and EFC were safe less than those of KS. Although coefficient of permeability of EFC was contented with 2 kinds of codes, porosity didn`t attain certification criteria of vegetation pavement materials of Korea Environmental Industry & Technology Institute. Even though the compressive strength of EFC reached 2 kinds of codes, the results of tensile and flexural strength were confirmed that they were more vulnerable than the porous concrete using the crushed stone.
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      In order to develop of the environmentally friendly concrete(EFC) using steel slag of Gwangyang steelworks as coarse aggregate, physical properties of steel slag aggregate were estimated. The leached harmful substances from steel slag and EFC were com...

      In order to develop of the environmentally friendly concrete(EFC) using steel slag of Gwangyang steelworks as coarse aggregate, physical properties of steel slag aggregate were estimated. The leached harmful substances from steel slag and EFC were compared with those of Korean Standard(KS). Also porosity, coefficient of permeability, and strength of FEC were measured and compared with those of 2 kinds of codes and porous concrete using crushed stone.
      As the results, the steel slag corresponded with concrete aggregate of Korea Industrial Standard. Harmful substances of steel slag and EFC were safe less than those of KS. Although coefficient of permeability of EFC was contented with 2 kinds of codes, porosity didn`t attain certification criteria of vegetation pavement materials of Korea Environmental Industry & Technology Institute. Even though the compressive strength of EFC reached 2 kinds of codes, the results of tensile and flexural strength were confirmed that they were more vulnerable than the porous concrete using the crushed stone.

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      참고문헌 (Reference)

      1 Han-Young Moon, "Utilization of Electric Arc Furnace Slag and Converter Slag after Aging for Concrete Aggregate" 14 (14): 597-607, 2002

      2 Gyeong-Dong Lee, "Strength Characteristics of Mortar Using By-Products" 7 (7): 98-103, 2006

      3 Sung-Won Yoo, "Slag and Concrete" 24 (24): 27-, 2012

      4 Japan Concrete Institute, "Report of the Symposium on Design and Construction Method of Porous Concrete" 2003

      5 Jin-Man Kim, "Properties of Steel Slag Aggregate for Concrete" 24 (24): 35-38, 2012

      6 Seung-Bum Park, "Planting-Ability Valuation of Porous Concrete Using Industrial By-Products" 14 (14): 623-629, 2002

      7 Seung-Heun Lee, "Hydration Mechanism of Ground Granulated Blast Furnace Slag" 24 (24): 28-30, 2012

      8 Gyeong-Dong Lee, "Evaluation of Permeability and Strength of Environmentally Porous Concrete" 5 (5): 254-259, 2004

      9 Byung-Jae Lee, "Engineering Performance and Applicability of Environmental Friendly Porous Concrete for a Marine Ranch Unsing Steel Industry By-Products" 25 (25): 115-123, 2013

      10 Dong-Hyun Kim, "Current Status and Prospect of Utilization of Steel Slag" 24 (24): 28-30, 2012

      1 Han-Young Moon, "Utilization of Electric Arc Furnace Slag and Converter Slag after Aging for Concrete Aggregate" 14 (14): 597-607, 2002

      2 Gyeong-Dong Lee, "Strength Characteristics of Mortar Using By-Products" 7 (7): 98-103, 2006

      3 Sung-Won Yoo, "Slag and Concrete" 24 (24): 27-, 2012

      4 Japan Concrete Institute, "Report of the Symposium on Design and Construction Method of Porous Concrete" 2003

      5 Jin-Man Kim, "Properties of Steel Slag Aggregate for Concrete" 24 (24): 35-38, 2012

      6 Seung-Bum Park, "Planting-Ability Valuation of Porous Concrete Using Industrial By-Products" 14 (14): 623-629, 2002

      7 Seung-Heun Lee, "Hydration Mechanism of Ground Granulated Blast Furnace Slag" 24 (24): 28-30, 2012

      8 Gyeong-Dong Lee, "Evaluation of Permeability and Strength of Environmentally Porous Concrete" 5 (5): 254-259, 2004

      9 Byung-Jae Lee, "Engineering Performance and Applicability of Environmental Friendly Porous Concrete for a Marine Ranch Unsing Steel Industry By-Products" 25 (25): 115-123, 2013

      10 Dong-Hyun Kim, "Current Status and Prospect of Utilization of Steel Slag" 24 (24): 28-30, 2012

      11 Korea Land & Housing Corporation, "Construction Specification, R-30705 Porous Cement Concrete Pavement"

      12 Korea Environmental Industry&Technology Institute, "Certification Standard, EL245Products of Porous Concrete"

      13 Nario Shinnishi, "Application of Porous Concrete to Purification of Water Quality" 353-360, 2001

      14 Abderrazak Zouaghi, "An Experimental Study on Greening Porous Concrete" 31 (31): 265-270, 1999

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 재인증평가 신청대상 (재인증)
      2019-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2018-12-01 평가 등재후보로 하락 (계속평가) KCI등재후보
      2017-12-21 학회명변경 영문명 : The Society For Environmental Technology In Korea -> Korean Society for Environmental Technology KCI등재
      2017-10-19 학술지명변경 외국어명 : Journal of Korean Society Environmental Technology -> Journal of the Korean Society for Environmental Technology KCI등재
      2015-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2013-07-24 학술지명변경 한글명 : 한국환경기술학회 -> 한국환경기술학회지 KCI등재후보
      2013-01-01 평가 등재후보 1차 FAIL (등재후보1차) KCI등재후보
      2012-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2010-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.2 0.2 0.19
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.18 0.17 0.246 0.06
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