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      아스팔트 덧씌우기의 반사균열 지연을 위한 지오그리드의 적용성 연구 = Performance of Geogrids for Retarding Reflection Crack of Asphalt Overlay Pavement

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      https://www.riss.kr/link?id=A104951635

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      다국어 초록 (Multilingual Abstract)

      This study was conducted to evaluate effect of geogrid and fabric, which are used underneath the overlaid asphalt pavement for retarding reflection cracking by simulated laboratory test. In this study, an interlayer at the interface between old concrete pavement surface and overlaid asphalt mixture, and polymer-modifier were used as an effort of retarding reflection crack initiation and for strengthening mixture. Five products were used in preparation of asphalt concrete beam specimen which was tack coated on top of jointed concrete block. Simulated Mode I and Ⅱ fracture test were conducted under wheel loading and results were compared among those products. From the test results, several material and reinforcement combinations were observed to have a significant retardation effect against reflection cracking. The most effectively strengthened pavement against reflection cracking was found to be the LDPE-modifier asphalt mixture with a grid reinforcement at the bottom.
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      This study was conducted to evaluate effect of geogrid and fabric, which are used underneath the overlaid asphalt pavement for retarding reflection cracking by simulated laboratory test. In this study, an interlayer at the interface between old concre...

      This study was conducted to evaluate effect of geogrid and fabric, which are used underneath the overlaid asphalt pavement for retarding reflection cracking by simulated laboratory test. In this study, an interlayer at the interface between old concrete pavement surface and overlaid asphalt mixture, and polymer-modifier were used as an effort of retarding reflection crack initiation and for strengthening mixture. Five products were used in preparation of asphalt concrete beam specimen which was tack coated on top of jointed concrete block. Simulated Mode I and Ⅱ fracture test were conducted under wheel loading and results were compared among those products. From the test results, several material and reinforcement combinations were observed to have a significant retardation effect against reflection cracking. The most effectively strengthened pavement against reflection cracking was found to be the LDPE-modifier asphalt mixture with a grid reinforcement at the bottom.

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      참고문헌 (Reference)

      1 "폴리머 LDPE SBS 개질 아스팔트 혼합물의 특성 연구" 석재복합 신소재 제품 연구센터 252-, 1997b

      2 "포장균열 및 노면반사균열 억제방안 연구" 1997

      3 "아스팔트포장 설계 시공요령" 1997

      4 "보강 덧씌우기 아스팔트 콘크리트의 반사균열 피로수명 추정 연구" 강원대학교 대학원 토목공학과 2000

      5 "도로현황조서" 105-, 1997

      6 "내변형 폴리머 개질 아스팔트 혼합물의 개발" 2. : 1997a

      7 "개질,보강재에 의한 아스팔트 혼합물의 반사균열 제어효과" 석재복합 신소재 제품 연구센터 229-256, 1998

      8 "The treatment of reflective cracking with modified asphalt and reinforcement Proceedings of the Third International RILEM Conference on Reflective Cracking in Pavements" 522529-, 1996

      9 "Reflection cracking in bituminous overlays" FHWA-CO-RD-76-6 1976

      10 "Reflection cracking in asphalt overlays University of Nottingham Department of Civil Engineering." 1990

      1 "폴리머 LDPE SBS 개질 아스팔트 혼합물의 특성 연구" 석재복합 신소재 제품 연구센터 252-, 1997b

      2 "포장균열 및 노면반사균열 억제방안 연구" 1997

      3 "아스팔트포장 설계 시공요령" 1997

      4 "보강 덧씌우기 아스팔트 콘크리트의 반사균열 피로수명 추정 연구" 강원대학교 대학원 토목공학과 2000

      5 "도로현황조서" 105-, 1997

      6 "내변형 폴리머 개질 아스팔트 혼합물의 개발" 2. : 1997a

      7 "개질,보강재에 의한 아스팔트 혼합물의 반사균열 제어효과" 석재복합 신소재 제품 연구센터 229-256, 1998

      8 "The treatment of reflective cracking with modified asphalt and reinforcement Proceedings of the Third International RILEM Conference on Reflective Cracking in Pavements" 522529-, 1996

      9 "Reflection cracking in bituminous overlays" FHWA-CO-RD-76-6 1976

      10 "Reflection cracking in asphalt overlays University of Nottingham Department of Civil Engineering." 1990

      11 "Reflection cracking in asphalt overlays" 60 : 310332-, 1991

      12 "Methods to Eliminate Reflection Cracking in Asphalt Concrete Resurfacing over Portland Cement Concrete Pavements" 32 : 1963

      13 "Fatigue improvement of asphalt reinforced by glass fibre grid Reflective Cracking in Pavements Proc. of the Third International RILEM Conference" 387392-, 1996

      14 "Fatigue and reflection cracking due to traffic loads" Molenaar 53 : 440-474, 1984

      15 "Experimental overlays to minimize reflection cracking" FHWA-CA-TI-3167-76-28 1976

      16 "Control of reflection cracking in pavements by the installation of polymer geogrids Proc. of the Conference on Reflective Cracking in Pavements" 350357-, 1989

      17 "Analysis of crack resistance of asphalt concrete overlay a fracture mechanics approach" 160-1388 166, 1993

      18 "An approach for investigation reflective fatigue cracking in asphalt aggregate overlays Proceedings of the Third international RILEM Conference on Reflective Cracking in Pavements." 1996

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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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