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      일반국도 현장조사 모니터링을 통한 장수명 아스팔트 덧씌우기포장의 공용성 분석 = Performance Evaluation of Long-Life Asphalt Concrete Overlays Based on Field Survey Monitoring in National Highways

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      https://www.riss.kr/link?id=A104950273

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      다국어 초록 (Multilingual Abstract)

      PURPOSES: Performance evaluation of four types of asphalt concrete overlays for deteriorated national highways.
      METHODS : Pavement distress surveys for crack rate and rut depth have been conducted annually using an automated pavement survey vehicle since 2007. Linear and non-linear performance prediction models of the asphalt concrete overlays were developed for 43 sections. The service life of the asphalt overlays was defined as the number of years after which a crack rate of 30% or rut depth of 15mm is observed.
      RESULTS: The service life of the asphalt overlays was estimated as 17.4 years on an average. In 90.7% of the sections, the service life of the overlays was 15 years or more which is 1.5 times the life of conventional asphalt concrete overlays used in national highways. The performance of the overlays was dependent on the type of asphalt mixture, traffic volume levels, and environmental conditions.
      CONCLUSIONS : The usage of stone mastic asphalt (SMA) and polymer-modified asphalt (PMA) for the overlays provided good resistance to cracking and rutting development. It is recommended that appropriate asphalt concrete overlays must be applied depending on the type of existing pavement distress.
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      PURPOSES: Performance evaluation of four types of asphalt concrete overlays for deteriorated national highways. METHODS : Pavement distress surveys for crack rate and rut depth have been conducted annually using an automated pavement survey vehicle s...

      PURPOSES: Performance evaluation of four types of asphalt concrete overlays for deteriorated national highways.
      METHODS : Pavement distress surveys for crack rate and rut depth have been conducted annually using an automated pavement survey vehicle since 2007. Linear and non-linear performance prediction models of the asphalt concrete overlays were developed for 43 sections. The service life of the asphalt overlays was defined as the number of years after which a crack rate of 30% or rut depth of 15mm is observed.
      RESULTS: The service life of the asphalt overlays was estimated as 17.4 years on an average. In 90.7% of the sections, the service life of the overlays was 15 years or more which is 1.5 times the life of conventional asphalt concrete overlays used in national highways. The performance of the overlays was dependent on the type of asphalt mixture, traffic volume levels, and environmental conditions.
      CONCLUSIONS : The usage of stone mastic asphalt (SMA) and polymer-modified asphalt (PMA) for the overlays provided good resistance to cracking and rutting development. It is recommended that appropriate asphalt concrete overlays must be applied depending on the type of existing pavement distress.

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      참고문헌 (Reference)

      1 송서규, "포장가속시험기를 이용한 장수명 아스팔트포장의 공용성 평가연구" 한국도로학회 7 (7): 1-10, 2005

      2 Yoo, P. J., "Thermo-plastic Fiber's Reinforcing Effect on Hot-Mix Asphalt Concrete Mixture" 59 : 136-143, 2014

      3 Lee, K.H., "The development of the composite pavement structure for heavy duty traffic and thin overlay system using polymer concrete, Final Report" Ministry of Land, Transport and Maritime Affairs 2012

      4 Park, S. Y., "Technical Information: Application State of SMA in Georgia, USA, Road" 4 (4): 67-69, 2002

      5 MOLIT, "National highway pavement management system, Final report" Ministry of Land, Infrastructure and Transport 2013

      6 Smith, K. L., "Life-cycle Cost Analysis of SMA Pavements and SMA Application Guideline"

      7 Yoo, I.K., "Field Performance and Economic Analysis of SBS Modified Asphalt Pavement" 3 (3): 93-99, 2001

      8 Lee, S.H, "Field Performance and Cost Effectiveness of Polymer Modified Asphalt" 4 : 281-284, 2000

      9 Cho, K. T., "Evaluation of Performance and Construction the New National Test Road Sites of Modified Asphalt" 4 (4): 43-49, 2002

      10 Park, H.M., "Concept and Literature Review on Long-Life Asphalt Pavements in Foreign Countries"

      1 송서규, "포장가속시험기를 이용한 장수명 아스팔트포장의 공용성 평가연구" 한국도로학회 7 (7): 1-10, 2005

      2 Yoo, P. J., "Thermo-plastic Fiber's Reinforcing Effect on Hot-Mix Asphalt Concrete Mixture" 59 : 136-143, 2014

      3 Lee, K.H., "The development of the composite pavement structure for heavy duty traffic and thin overlay system using polymer concrete, Final Report" Ministry of Land, Transport and Maritime Affairs 2012

      4 Park, S. Y., "Technical Information: Application State of SMA in Georgia, USA, Road" 4 (4): 67-69, 2002

      5 MOLIT, "National highway pavement management system, Final report" Ministry of Land, Infrastructure and Transport 2013

      6 Smith, K. L., "Life-cycle Cost Analysis of SMA Pavements and SMA Application Guideline"

      7 Yoo, I.K., "Field Performance and Economic Analysis of SBS Modified Asphalt Pavement" 3 (3): 93-99, 2001

      8 Lee, S.H, "Field Performance and Cost Effectiveness of Polymer Modified Asphalt" 4 : 281-284, 2000

      9 Cho, K. T., "Evaluation of Performance and Construction the New National Test Road Sites of Modified Asphalt" 4 (4): 43-49, 2002

      10 Park, H.M., "Concept and Literature Review on Long-Life Asphalt Pavements in Foreign Countries"

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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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