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    국내 쇄석골재를 사용한 모르타르 봉 및 콘크리트 각주 시험편의 알칼리-실리카 반응성 비교 = Comparison of Alkali-Silica Reactivity for Mortar Bar and Concrete Prism Specimens Using Crushed Aggregates in Korea

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    https://www.riss.kr/link?id=A104950075

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    PURPOSES: The purpose of this study is to compare the alkali-silica reactivity for mortar bar and concrete prism specimens using crushed aggregates of 5 types in Korea. And the alkali-silica reactivity for those aggregates are measured by chemical test method.
    METHODS: The alkali-silica reactivity for those aggregates was measured by chemical test method of KS F 2545, mortar-bar test of KS F 2546, accelerated mortar-bar test method of ASTM C 1260 and concrete prism test method of ASTM C 1293, relatively.
    RESULTS : The alkali-silica reactivity for those aggregates was verified by chemical test of KS F 2546 and accelerated mortar-bar test of ASTM C 1260. However, it was not by mortar-bar test of KS F 2546 and concrete prism test of ASTM C 1293.
    CONCLUSIONS: The above results showed that relationship among the four test methods were very low. The results from 3 types of test methods using cement-aggregate combinations appeared to be different. Because the environmental conditions of test methods for measuring the alkali-silica reactivity such as equivalent alkali content(external source), humidity, temperature, and times were different though the aggregates were same. Moreover, alkali-silica reactivity showed the biggest impact when alkalis were supplied form outside and exposed to environmental conditions. The accelerated mortar-bar test method seems to be most appropriate test method for concrete structures exposed to alkali environment.
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    PURPOSES: The purpose of this study is to compare the alkali-silica reactivity for mortar bar and concrete prism specimens using crushed aggregates of 5 types in Korea. And the alkali-silica reactivity for those aggregates are measured by chemical tes...

    PURPOSES: The purpose of this study is to compare the alkali-silica reactivity for mortar bar and concrete prism specimens using crushed aggregates of 5 types in Korea. And the alkali-silica reactivity for those aggregates are measured by chemical test method.
    METHODS: The alkali-silica reactivity for those aggregates was measured by chemical test method of KS F 2545, mortar-bar test of KS F 2546, accelerated mortar-bar test method of ASTM C 1260 and concrete prism test method of ASTM C 1293, relatively.
    RESULTS : The alkali-silica reactivity for those aggregates was verified by chemical test of KS F 2546 and accelerated mortar-bar test of ASTM C 1260. However, it was not by mortar-bar test of KS F 2546 and concrete prism test of ASTM C 1293.
    CONCLUSIONS: The above results showed that relationship among the four test methods were very low. The results from 3 types of test methods using cement-aggregate combinations appeared to be different. Because the environmental conditions of test methods for measuring the alkali-silica reactivity such as equivalent alkali content(external source), humidity, temperature, and times were different though the aggregates were same. Moreover, alkali-silica reactivity showed the biggest impact when alkalis were supplied form outside and exposed to environmental conditions. The accelerated mortar-bar test method seems to be most appropriate test method for concrete structures exposed to alkali environment.

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    참고문헌 (Reference)

    1 "KS F 2546, Testing method for potential reactivity of aggregate(Mortar-bar method)"

    2 "KS F 2545, Testing method for potential reactivity of aggregates(Chemical method)"

    3 Yun, KyongKu, "Evaluation for Alkali-Silica Reactivity using Chemical Method and Mortar-bar Methods" 417-420, 2009

    4 Kim, SeongSoo, "Construction Materials Engineering" 81-84, 2010

    5 Yoon, JaiHwan, "An Experimental Study on the Alkali-Silica Reaction of Crushed Stones" 6 (6): 108-117, 1994

    6 Graham West, "Alkali-aggregate reaction in concrete roads and bridges, Thomas Telford" Thomas Telford 1996

    7 Jun, SsangSun, "Alkali-Silica Reaction of the Domestic Crushed Stones on the Rock Types" Pusan National University 2006

    8 Jun, SsangSun, "Alkali-Aggregate Reaction of the Crushed Stones Depending on the ASTM C 227 and C 1260 Test Method" 13-18, 2003

    9 Hong, SeongHo, "Alkali- Silica Reaction Behavior by Accelerated Mortar Bar Method for Type of Rocks in Korea" 451-454, 2006

    10 "ASTM C 1293, Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction"

    1 "KS F 2546, Testing method for potential reactivity of aggregate(Mortar-bar method)"

    2 "KS F 2545, Testing method for potential reactivity of aggregates(Chemical method)"

    3 Yun, KyongKu, "Evaluation for Alkali-Silica Reactivity using Chemical Method and Mortar-bar Methods" 417-420, 2009

    4 Kim, SeongSoo, "Construction Materials Engineering" 81-84, 2010

    5 Yoon, JaiHwan, "An Experimental Study on the Alkali-Silica Reaction of Crushed Stones" 6 (6): 108-117, 1994

    6 Graham West, "Alkali-aggregate reaction in concrete roads and bridges, Thomas Telford" Thomas Telford 1996

    7 Jun, SsangSun, "Alkali-Silica Reaction of the Domestic Crushed Stones on the Rock Types" Pusan National University 2006

    8 Jun, SsangSun, "Alkali-Aggregate Reaction of the Crushed Stones Depending on the ASTM C 227 and C 1260 Test Method" 13-18, 2003

    9 Hong, SeongHo, "Alkali- Silica Reaction Behavior by Accelerated Mortar Bar Method for Type of Rocks in Korea" 451-454, 2006

    10 "ASTM C 1293, Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction"

    11 "ASTM C 1260, Standard Test Method for Potential Alkali Reactivity of Aggregate(Mortar-Bar Method)"

    12 윤경구, "ASTM C 1260 실험에 의한 국내 골재의 알칼리-실리카 반응 팽창 특성" 한국콘크리트학회 20 (20): 431-437, 2008

    13 Lee, J. H., "A Study on the Chemical Reaction of Crushed Aggregates" KICT 1993

    14 Hong, SeongHo, "A Study of Alkali-Aggregate Reaction Using the Chemical Method on the Jointed Cement Concrete Pavement" 1856-1859, 2003

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    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2027 평가 재인증평가 신청대상 (재인증)
    2021-01-01 등재 등재학술지 유지 (재인증) KCI등재
    2018-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2015-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2011-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2009-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2006-01-01 등재 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 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2003-07-01 등재 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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