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    MEPDG를 이용한 아스팔트/연속철근 콘크리트 복합포장 간편 설계 = Simple AC/CRC Composite Pavement Design Using MEPDG

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    https://www.riss.kr/link?id=A104950509

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    PURPOSES: Analysis and design of asphalt concrete (AC) and continuously reinforced concrete (CRC) composite pavements.
    METHODS: In this study, the service life of the AC/CRC composite pavements was determined based on the probabilistic method in themechanistic-empirical pavement design guide(MEPDG). Typical pavement design was provided with respect to heavy truck traffic volume ofhighways.
    RESULTS: The service life of the composite pavements based on IRI was shorter than that based on rutting at lower traffic volume, but thistrend was switched at higher traffic volume.
    CONCLUSIONS : It is concluded that the main distress affecting the service life of the composite pavements was longitudinal roughnessand rutting. Roughness became lower, but rut depth became greater as the stiffness of the CRC increased.
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    PURPOSES: Analysis and design of asphalt concrete (AC) and continuously reinforced concrete (CRC) composite pavements. METHODS: In this study, the service life of the AC/CRC composite pavements was determined based on the probabilistic method in them...

    PURPOSES: Analysis and design of asphalt concrete (AC) and continuously reinforced concrete (CRC) composite pavements.
    METHODS: In this study, the service life of the AC/CRC composite pavements was determined based on the probabilistic method in themechanistic-empirical pavement design guide(MEPDG). Typical pavement design was provided with respect to heavy truck traffic volume ofhighways.
    RESULTS: The service life of the composite pavements based on IRI was shorter than that based on rutting at lower traffic volume, but thistrend was switched at higher traffic volume.
    CONCLUSIONS : It is concluded that the main distress affecting the service life of the composite pavements was longitudinal roughnessand rutting. Roughness became lower, but rut depth became greater as the stiffness of the CRC increased.

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    참고문헌 (Reference)

    1 이창준, "도로포장 구조해석을 위한 점탄성 유한요소 해석코드 개발" 한국도로학회 14 (14): 1-9, 2012

    2 박철우, "다기능 복합 포장용 섬유보강 콘크리트 기층 재료의 역학적 특성평가" 한국도로학회 14 (14): 21-29, 2012

    3 Applied Research Associates, Inc., "Guide for mechanistic-empirical design of new and rehabilitated pavement structures" Transportation Research Board of the National Academies 2004

    4 Yoo, P. J., "Fatigue Characteristics of Bi-component Fiber Strands Reinforced Hot-Mix Asphalt" 145-150, 2009

    5 Hassan, K. E., "Durability of Continuously reinforced concrete surfaced with asphalt" United Kingdom 2000

    6 Yoo, P.J., "Development of Multifunctional Composite Pavement System : Fiber Reinforced Asphalt Concrete Mixture and Structural Analysis System Development(V)" Korea Institute of Construction Technology 2013

    7 Flintsch, G. W., "Composite Pavement Systems: Synthesis of Design and Construction Practices" Virginia Department of Transportation 2008

    8 Rao, S., "Composite Pavement Systems Volume 1: HMA/PCC Composite Pavements" Transportation Research Board 2013

    9 Han, S. H., "A study on the reconstruction strategies of the aged concrete pavements" Expressway & Transportation Research Institute, Express Corporation 2011

    1 이창준, "도로포장 구조해석을 위한 점탄성 유한요소 해석코드 개발" 한국도로학회 14 (14): 1-9, 2012

    2 박철우, "다기능 복합 포장용 섬유보강 콘크리트 기층 재료의 역학적 특성평가" 한국도로학회 14 (14): 21-29, 2012

    3 Applied Research Associates, Inc., "Guide for mechanistic-empirical design of new and rehabilitated pavement structures" Transportation Research Board of the National Academies 2004

    4 Yoo, P. J., "Fatigue Characteristics of Bi-component Fiber Strands Reinforced Hot-Mix Asphalt" 145-150, 2009

    5 Hassan, K. E., "Durability of Continuously reinforced concrete surfaced with asphalt" United Kingdom 2000

    6 Yoo, P.J., "Development of Multifunctional Composite Pavement System : Fiber Reinforced Asphalt Concrete Mixture and Structural Analysis System Development(V)" Korea Institute of Construction Technology 2013

    7 Flintsch, G. W., "Composite Pavement Systems: Synthesis of Design and Construction Practices" Virginia Department of Transportation 2008

    8 Rao, S., "Composite Pavement Systems Volume 1: HMA/PCC Composite Pavements" Transportation Research Board 2013

    9 Han, S. H., "A study on the reconstruction strategies of the aged concrete pavements" Expressway & Transportation Research Institute, Express Corporation 2011

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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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