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    https://www.riss.kr/link?id=A101760606

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    PURPOSES : This study was performed to evaluate the possibility of Indirect Tensile Strength (ITS) as a testing method that can predict cracking on pavement. METHODS: Three asphalt binders and one kind of aggregate were used in this study, and all asphalt mixtures were produced using Gyratory Compactor followed asphalt mix design. The ITS test was performed for the mixture which are artificially short-term aged using the oven. The ITS properties were analyzed by air void, compaction temperature, asphalt content, and asphalt binder. RESULTS: The results of this study indicated that (1) the compaction temperature did not show relationship with the ITS test; (2) there was no specific trend between the asphalt content and the ITS test; (3) the ITS could reveal the property of kinds of asphalt binders; (4) the asphalt mixture that were produced at optimum temperature suggested by manufacturer did not exhibit optimum result for all asphalt binder. CONCLUSIONS : The possibility of ITS was confirmed from this study for replacement of the Marshall Stability method. However, it needs to perform in further studies of aggregate and compaction property to suggest a new ITS standard value.
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    PURPOSES : This study was performed to evaluate the possibility of Indirect Tensile Strength (ITS) as a testing method that can predict cracking on pavement. METHODS: Three asphalt binders and one kind of aggregate were used in this study, and all asp...

    PURPOSES : This study was performed to evaluate the possibility of Indirect Tensile Strength (ITS) as a testing method that can predict cracking on pavement. METHODS: Three asphalt binders and one kind of aggregate were used in this study, and all asphalt mixtures were produced using Gyratory Compactor followed asphalt mix design. The ITS test was performed for the mixture which are artificially short-term aged using the oven. The ITS properties were analyzed by air void, compaction temperature, asphalt content, and asphalt binder. RESULTS: The results of this study indicated that (1) the compaction temperature did not show relationship with the ITS test; (2) there was no specific trend between the asphalt content and the ITS test; (3) the ITS could reveal the property of kinds of asphalt binders; (4) the asphalt mixture that were produced at optimum temperature suggested by manufacturer did not exhibit optimum result for all asphalt binder. CONCLUSIONS : The possibility of ITS was confirmed from this study for replacement of the Marshall Stability method. However, it needs to perform in further studies of aggregate and compaction property to suggest a new ITS standard value.

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    참고문헌 (Reference)

    1 Kennedy, T. W., "Practical Use of the Indirect Tensile Test for the Characterisation of Pavement Materials" 9 (9): 1978

    2 Harold, L. Von Quintus, "Mixture Properties Related to Pavement Performance Proceedings Association of Asphalt of Asphalt Paving Technologists" 5 : 1989

    3 Johnny Tran, "Indirect Tensile Strength of Asphalt Mixes in South Australia"

    4 Hohn T. Harvey, "Fatigue Performance of Asphalt Concrete Mixes and ITS Relationship to Asphalt Concrete Pavement Performance in California" California Department of Transportation 1995

    5 Li Xian Fan, "Estimation of Permanent Deformation bas ed on Volumetric and Stiffness Properties of Asphalt Concrete" Kangwon National University, Graduate School 2001

    6 Ko Chul Seung, "Correlation Analysis of Mechanical Strengths for Hot Mix Asphalt" Incheon National University, Graduate School 2002

    7 "Asphalt Mixture Production and Construction"

    8 Yu Jin Myoung, "Analysis of Strength Characteristics for the Kinds of Hot Mix Asphalt" Incheon National University, Graduate School 2001

    1 Kennedy, T. W., "Practical Use of the Indirect Tensile Test for the Characterisation of Pavement Materials" 9 (9): 1978

    2 Harold, L. Von Quintus, "Mixture Properties Related to Pavement Performance Proceedings Association of Asphalt of Asphalt Paving Technologists" 5 : 1989

    3 Johnny Tran, "Indirect Tensile Strength of Asphalt Mixes in South Australia"

    4 Hohn T. Harvey, "Fatigue Performance of Asphalt Concrete Mixes and ITS Relationship to Asphalt Concrete Pavement Performance in California" California Department of Transportation 1995

    5 Li Xian Fan, "Estimation of Permanent Deformation bas ed on Volumetric and Stiffness Properties of Asphalt Concrete" Kangwon National University, Graduate School 2001

    6 Ko Chul Seung, "Correlation Analysis of Mechanical Strengths for Hot Mix Asphalt" Incheon National University, Graduate School 2002

    7 "Asphalt Mixture Production and Construction"

    8 Yu Jin Myoung, "Analysis of Strength Characteristics for the Kinds of Hot Mix Asphalt" Incheon National University, Graduate School 2001

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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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