RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재 SCIE SCOPUS

      Effect of Aggregate Shape on the Surface Properties of Flexible Pavement

      한글로보기

      https://www.riss.kr/link?id=A104797894

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      One of the most important properties of flexible pavements in terms of tire-pavement interface is surface texture. The texture of apavement surface and its ability to resist polishing effect of traffic is of prime importance in providing skidding resi...

      One of the most important properties of flexible pavements in terms of tire-pavement interface is surface texture. The texture of apavement surface and its ability to resist polishing effect of traffic is of prime importance in providing skidding resistance. Pavementsurface texture greatly contributes to tire-pavement skid resistance which has a direct effect on traffic operation and safetyparticularly at high speeds. Doubtless, there exists a close relationship between pavement surface texture and aggregate angularitywithin the wearing course. This paper is aimed to determine the effect of aggregate shape on the surface properties of Hot MixAsphalt (HMA). Two different mineralogical types of aggregate (basalt and limestone) have been crushed with impact, jaw and rolltype of crushers. Various types of aggregate with different shapes have been mixed with 50/70 penetration grade bitumen to formdense graded mixtures. Test methods related with the evaluation of shape and texture characteristics have been utilized tocharacterize the geometrical properties of aggregates. The texture and friction properties of asphalt slabs have been evaluated bymeans of sand patch test, 3D laser scanner and dynamic friction tester respectively. The results indicated that a relationship existsbetween the shape characteristics of aggregate and the surface properties of HMA.

      더보기

      참고문헌 (Reference)

      1 Sandburg, U., "Tyre/road noise reference book" Informex 2002

      2 "Standard test method for uncompacted void content of fine aggregate (as influenced by particle shape, surface texture, and gradaing)"

      3 ASTM, "Standard test method for measuring pavement surface frictional properties using the dynamic friction tester"

      4 "Standard test method for measuring pavement macro-texture depth using a volumetric technique, Vol. 04.03"

      5 "Standard practice for calculating pavement macro-texture mean profile depth, Vol. 04.03"

      6 Permanent International Association of Road Congresses, "Report of the committee on surface characteristics" World Road Congress 1-43, 1987

      7 Ergun, M., "Prediction of road surface friction coefficient using only macro and microtexture measurements" 131 : 311-319, 2005

      8 Masad, E., "Predicting asphalt mixture resistance based on aggregate characteristics" Report by Texas Department of Transportation Research 2009

      9 Permanent International Association of Road Congresses, "International PIARC experiment to compare and harmonize texture and skid resistance measurements" 1995

      10 Gardiner, M. S., "Influence of HMA macrotexture on skid resistance"

      1 Sandburg, U., "Tyre/road noise reference book" Informex 2002

      2 "Standard test method for uncompacted void content of fine aggregate (as influenced by particle shape, surface texture, and gradaing)"

      3 ASTM, "Standard test method for measuring pavement surface frictional properties using the dynamic friction tester"

      4 "Standard test method for measuring pavement macro-texture depth using a volumetric technique, Vol. 04.03"

      5 "Standard practice for calculating pavement macro-texture mean profile depth, Vol. 04.03"

      6 Permanent International Association of Road Congresses, "Report of the committee on surface characteristics" World Road Congress 1-43, 1987

      7 Ergun, M., "Prediction of road surface friction coefficient using only macro and microtexture measurements" 131 : 311-319, 2005

      8 Masad, E., "Predicting asphalt mixture resistance based on aggregate characteristics" Report by Texas Department of Transportation Research 2009

      9 Permanent International Association of Road Congresses, "International PIARC experiment to compare and harmonize texture and skid resistance measurements" 1995

      10 Gardiner, M. S., "Influence of HMA macrotexture on skid resistance"

      11 Rado, Z., "Guide for pavement friction, national cooperative highway research program, Transportation Research Board"

      12 Henry, J. J., "Evaluation of pavement friction characteristics"

      13 "European standard tests for geometrical properties of aggregates, Part 6, Assessments of Surface Characteristics"

      14 Wu, Z., "Development of surface friction guidelines for LADOTD" Lousiana Department of Transportation 2011

      15 Topal, A., "Development of new digital image analysis methods for determination of the geometrical properties of aggregates" Dokuz Eylul University 2008

      16 Chelliah, T., "Developing a design policy to improve pavement surface characteristics" 2003

      17 ISO, "Characterization of pavement texture by use of surface profiles-Part 2, Terminology and Basic Requirements Related to Pavement Texture Profile Analysis"

      18 Do, M., "Angular parameter for characterizing road surface microtexture" 1723 : 66-72, 2007

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼