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

      LA마모시험과 마모가속시험을 이용한 노면 노출 굵은 골재의 마모 특성 연구 = Abrasion Characteristics of the Coarse Aggregate Exposed to the Road Surface Using LA Abrasion Test and Accelerated Polishing Test

      한글로보기

      https://www.riss.kr/link?id=A106570744

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      PURPOSES : This study investigates the abrasion characteristics of coarse aggregate using the Los Angeles (L.A.) abrasion test and the accelerated polishing machine (APM) test. The coarse aggregates are randomly exposed on the surface of asphalt concr...

      PURPOSES : This study investigates the abrasion characteristics of coarse aggregate using the Los Angeles (L.A.) abrasion test and the accelerated polishing machine (APM) test. The coarse aggregates are randomly exposed on the surface of asphalt concrete pavements and on exposed aggregate concrete pavements. The exposed aggregates play a very important role in providing skid resistance. Therefore, the adequate abrasion resistance of coarse aggregate must be ensured to maintain the skid resistance during service life. In Korea, the LA abrasion test is conducted according to the KS F 2508 standard for the evaluation of the abrasion resistance of coarse aggregate. However, the road surface abrasion is caused by the friction between the tire and the road surface structure; hence, whether the LA abrasion test, which evaluates the abrasion caused by the impact of coarse aggregates and steel balls, can evaluate the road surface abrasion is questionable. A comparison and an analysis between the APM and LA abrasion tests were conducted herein to evaluate the road abrasion. An analysis was also performed to analyze whether the abrasion characteristics appeared depending on the type of coarse aggregate.
      METHODS: The results of the APM and LA abrasion tests for various aggregate types were obtained through a series of experiments and literature reviews. The correlation between the LA abrasion loss and the PV data was derived. In addition, the influence of the aggregate type on the abrasion resistance was investigated.
      RESULTS : An abrasion resistance database was established, and the relationship between the rock types and the abrasion resistance was statistically determined. The results showed that the PV was increased to 0.54 along with a 1% increasing rate of the LA abrasion loss with a 0.67 coefficient of determination. The abrasion resistance was also influenced by the aggregate type, which was found to be statistically significant.
      CONCLUSIONS: A good relationship between the PV and the LA abrasion loss was obtained, allowing the use of the LA abrasion test (KS F 2508) alone, to reasonably evaluate the abrasion resistance of the exposed aggregate texture. The aggregate types were also found to have an impact on the abrasion resistance.

      더보기

      참고문헌 (Reference)

      1 이민경, "차도용 인터로킹 블록의 마모 저항성평가 방법 및 표층배합에 관한 연구" 중앙대학교 대학원 2011

      2 Khasawneh, M. A., "The Development and verification of a new accelerated polishing machine" 2008

      3 Lancieri, F., "Resistance to polishing and mechanical properties of aggregates for asphalt concrete wearing courses"

      4 Pandit, H., "Polishing and Frictional Properties of Aggregates in Ohio"

      5 Liang, R. Y., "Polishing And Friction Characteristics Of Aggregates Produced in Ohio" 2000

      6 Choi, J. Y., "Investigation of the effects of surface texture on skid resistance of concrete pavement" Gangnueung Wonju National University 2003

      7 Li, S., "Friction Surface Treatment Selection: Aggregate Properties, Surface Characteristics, Alternative Treatments, and Safety Effects" 2017

      8 Wasilewska, M., "Evaluation of skid resistance of exposed aggregate concrete pavement in the initial exploitation period"

      9 Chelliah, T., "Developing a Design Policy to Improve Pavement Surface Characteristics" 2003

      10 Mehta, P. K., "Concrete, Microstructure, Properties, and Materials" The McGraw-Hill Companies 2006

      1 이민경, "차도용 인터로킹 블록의 마모 저항성평가 방법 및 표층배합에 관한 연구" 중앙대학교 대학원 2011

      2 Khasawneh, M. A., "The Development and verification of a new accelerated polishing machine" 2008

      3 Lancieri, F., "Resistance to polishing and mechanical properties of aggregates for asphalt concrete wearing courses"

      4 Pandit, H., "Polishing and Frictional Properties of Aggregates in Ohio"

      5 Liang, R. Y., "Polishing And Friction Characteristics Of Aggregates Produced in Ohio" 2000

      6 Choi, J. Y., "Investigation of the effects of surface texture on skid resistance of concrete pavement" Gangnueung Wonju National University 2003

      7 Li, S., "Friction Surface Treatment Selection: Aggregate Properties, Surface Characteristics, Alternative Treatments, and Safety Effects" 2017

      8 Wasilewska, M., "Evaluation of skid resistance of exposed aggregate concrete pavement in the initial exploitation period"

      9 Chelliah, T., "Developing a Design Policy to Improve Pavement Surface Characteristics" 2003

      10 Mehta, P. K., "Concrete, Microstructure, Properties, and Materials" The McGraw-Hill Companies 2006

      11 FHWA, "Blendg Proprtions of High Skid and Skid Aggregate" Federal Highway Administration 2003

      12 APAI, "Asphalt Paving Design Guide"

      13 Luce, A. D., "Analysis of Aggregate Imaging System (AIMS)Measurements and Their Relationship to Asphalt Pavement Skid Resistance" Texas A&M University 2006

      14 Skerritt, W. H., "Aggregate Type and Traffic Volume as Controlling Factors in Bituminous Pavement Friction" Transportation Research Board, National Research Council 1418 : 1993

      15 Kim, Y. K., "A Study on the Optimum Mix Design and Exposing Method of the Fine-Size Exposed Aggregate Portland Cement Concrete Pavements" Gangnueung Wonju National University 2008

      16 Dahir, S., "A Review of Aggregate Selection Criteria for Improved Wear Resistance and Skid Resistance of Bituminous Surfaces" 7 : 1979

      17 Hafeez, I., "A Laboratory Experimentation Based Ranking of Margalla Crush Aggregates" 20 (20): 2015

      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
      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
      더보기

      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
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼