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      서냉 및 급냉 고로슬래그미분말을 활용한 시멘트 콘크리트 포장의 탄산화- 스케일링 복합열화 저항성에 대한 실험적 연구

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      다국어 초록 (Multilingual Abstract)

      PURPOSES : This paper presents the experimental results of tests conducted on concrete produced with air-cooled (AS) and water-cooled (WS) ground blast-furnace slag exposed to multi-deterioration environments of carbonation and scaling.
      METHODS : Carbonated and uncarbonated concrete specimens were regularly monitored according to the ASTM C 672 standard to evaluate the durability of concrete exposed to both scaling and combined carbonation and scaling conditions. Additionally, mechanical properties, such as compressive strength, flexural strength, and surface electric resistivity, were analyzed. RESULTS : It was found that concrete specimens produced with AS and WS had a beneficial effect on the mechanical properties because of the latent hydraulic properties of the AS and WS mineral admixtures. Moreover, carbonated concrete showed good scaling resistance in comparison to uncarbonated concrete, particularly for concrete produced with AS and WS. CONCLUSIONS : The improved scaling resistance of carbonated concrete showed that AS is a suitable option for binders used in cement concrete pavements subjected to combined carbonation and scaling.
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      PURPOSES : This paper presents the experimental results of tests conducted on concrete produced with air-cooled (AS) and water-cooled (WS) ground blast-furnace slag exposed to multi-deterioration environments of carbonation and scaling. METHODS : Ca...

      PURPOSES : This paper presents the experimental results of tests conducted on concrete produced with air-cooled (AS) and water-cooled (WS) ground blast-furnace slag exposed to multi-deterioration environments of carbonation and scaling.
      METHODS : Carbonated and uncarbonated concrete specimens were regularly monitored according to the ASTM C 672 standard to evaluate the durability of concrete exposed to both scaling and combined carbonation and scaling conditions. Additionally, mechanical properties, such as compressive strength, flexural strength, and surface electric resistivity, were analyzed. RESULTS : It was found that concrete specimens produced with AS and WS had a beneficial effect on the mechanical properties because of the latent hydraulic properties of the AS and WS mineral admixtures. Moreover, carbonated concrete showed good scaling resistance in comparison to uncarbonated concrete, particularly for concrete produced with AS and WS. CONCLUSIONS : The improved scaling resistance of carbonated concrete showed that AS is a suitable option for binders used in cement concrete pavements subjected to combined carbonation and scaling.

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      목차 (Table of Contents)

      • ABSTRACT
      • 1. 연구의 배경 및 목적
      • 2. 실험개요
      • 2.1. 사용재료
      • 2.2. 콘크리트 배합
      • ABSTRACT
      • 1. 연구의 배경 및 목적
      • 2. 실험개요
      • 2.1. 사용재료
      • 2.2. 콘크리트 배합
      • 2.3. 실험방법
      • 3. 실험결과 및 고찰
      • 3.1. 콘크리트의 강도특성
      • 3.2. 콘크리트의 표면전기저항성
      • 3.3. 콘크리트의 탄산화 침투깊이
      • 3.4. 콘크리트의 스케일링 저항성
      • 3.5. 콘크리트의 탄산화-스케일링 복합열화 저항성
      • 3.6. 콘크리트의 스케일링 저항성에 대한 탄산화의 영향
      • 4. 결론 및 요약
      • REFERENCES
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      참고문헌 (Reference)

      1 이승태, "서냉슬래그 미분말을 적용한 콘크리트의 역학적 성능 및 내구성 평가" 한국산학기술학회 18 (18): 356-363, 2017

      2 이승태, "서냉 및 급냉슬래그를 적용한 콘크리트의 복합열화 저항성" 한국도로학회 20 (20): 11-18, 2018

      3 이승태, "광물질혼화재를 적용한 콘크리트의 스케일링 저항성 평가" 한국도로학회 17 (17): 47-53, 2015

      4 Zhang, D, "Surface scaling of CO2-cured concrete exposed to freeze-thaw cycles" 27 : 137-144, 2018

      5 Coppio, GJL, "Surface electric resistivity and compressive strength of concrete with the use of waste foundry sand as aggregate" 212 : 514-521, 2019

      6 Ahani, RM, "Salt scaling resistance: The effect of curing and pre-saturation" 26 : 558-564, 2012

      7 Allahverdi, A, "Resistance of chemically activated high phosphorous slag content cement against frost-salt attack" 98 : 18-25, 2014

      8 Ozbakkaloglu, T, "Normal and high strength concretes incorporating air-cooled blast furnace slag coarse aggregates: Effect of slag size and content on the behavior" 126 : 138-146, 2016

      9 Czarnecki, L, "Modelling of concrete carbonation; is it a process unlimited in time and restricted in space?" 63 : 43-54, 2015

      10 Amini, K, "Linking airvoid system and mechanical properties to salt-scaling resistance of concrete containing slag cement" 104 : 2019

      1 이승태, "서냉슬래그 미분말을 적용한 콘크리트의 역학적 성능 및 내구성 평가" 한국산학기술학회 18 (18): 356-363, 2017

      2 이승태, "서냉 및 급냉슬래그를 적용한 콘크리트의 복합열화 저항성" 한국도로학회 20 (20): 11-18, 2018

      3 이승태, "광물질혼화재를 적용한 콘크리트의 스케일링 저항성 평가" 한국도로학회 17 (17): 47-53, 2015

      4 Zhang, D, "Surface scaling of CO2-cured concrete exposed to freeze-thaw cycles" 27 : 137-144, 2018

      5 Coppio, GJL, "Surface electric resistivity and compressive strength of concrete with the use of waste foundry sand as aggregate" 212 : 514-521, 2019

      6 Ahani, RM, "Salt scaling resistance: The effect of curing and pre-saturation" 26 : 558-564, 2012

      7 Allahverdi, A, "Resistance of chemically activated high phosphorous slag content cement against frost-salt attack" 98 : 18-25, 2014

      8 Ozbakkaloglu, T, "Normal and high strength concretes incorporating air-cooled blast furnace slag coarse aggregates: Effect of slag size and content on the behavior" 126 : 138-146, 2016

      9 Czarnecki, L, "Modelling of concrete carbonation; is it a process unlimited in time and restricted in space?" 63 : 43-54, 2015

      10 Amini, K, "Linking airvoid system and mechanical properties to salt-scaling resistance of concrete containing slag cement" 104 : 2019

      11 Morioka, M, "Influence of fine powder of air-cooled blast furnace slag on fluidity and its mechanism" 56 : 72-77, 2002

      12 Wu, Z, "Effects of de-icing salts on the scaling resistance of concrete" 27 : 04014160-, 2015

      13 Valenza, JJ, "A review of salt scaling: II. Mechanism" 37 : 1022-1034, 2007

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2005-05-29 학술지등록 한글명 : 한국도로학회논문집
      외국어명 : 미등록
      KCI등재후보
      2005-01-18 학회명변경 한글명 : 한국도로포장공학회 -> 한국도로학회
      영문명 : Korean Society Of Pavement Engineers -> Korean Society Of Road Engineers
      KCI등재후보
      2005-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2003-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.26 0.27 0.436 0.09
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