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

      통계분석을 통한 골재입도와 동탄성계수 상관도 평가 = Evaluation of Correlation between Aggregate Gradation and Dynamic Modulus with Statistical Analysis

      한글로보기

      https://www.riss.kr/link?id=A104950969

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      In recent, lots of researches for mechanical-empirical design concept for asphalt pavement are on going. AASHTO 2002 Design
      Guide in USA and KPRP(Korean Pavement Research Program) in Korea are under developing. In these programs, the mechanical
      properties of hot mix asphalt are a key role for design and analysis. Unfortunately, there is no proper database on the mechanical
      properties of hot mix asphalt, such as dynamic modulus. The use of dynamic modulus has couple of good advantages which
      is based on temperature, traffic loading and frequency on pavement. In this research, the verification of the relationship between
      maximum nominal aggregate size and dynamic modulus has been carried out. Also, test specimen size effect on dynamic modulus
      has been conducted. Considering the limitation of laboratory testing machine in Korea, test specimen with 100mm diameter and
      150mm height is recommended for dynamic modulus test. Also, as the maximum nominal aggregate size increases, the dynamic
      modulus of hot mix asphalt increases.
      번역하기

      In recent, lots of researches for mechanical-empirical design concept for asphalt pavement are on going. AASHTO 2002 Design Guide in USA and KPRP(Korean Pavement Research Program) in Korea are under developing. In these programs, the mechanical proper...

      In recent, lots of researches for mechanical-empirical design concept for asphalt pavement are on going. AASHTO 2002 Design
      Guide in USA and KPRP(Korean Pavement Research Program) in Korea are under developing. In these programs, the mechanical
      properties of hot mix asphalt are a key role for design and analysis. Unfortunately, there is no proper database on the mechanical
      properties of hot mix asphalt, such as dynamic modulus. The use of dynamic modulus has couple of good advantages which
      is based on temperature, traffic loading and frequency on pavement. In this research, the verification of the relationship between
      maximum nominal aggregate size and dynamic modulus has been carried out. Also, test specimen size effect on dynamic modulus
      has been conducted. Considering the limitation of laboratory testing machine in Korea, test specimen with 100mm diameter and
      150mm height is recommended for dynamic modulus test. Also, as the maximum nominal aggregate size increases, the dynamic
      modulus of hot mix asphalt increases.

      더보기

      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      In recent, lots of researches for mechanical-empirical design concept for asphalt pavement are on going. AASHTO 2002 Design
      Guide in USA and KPRP(Korean Pavement Research Program) in Korea are under developing. In these programs, the mechanical
      properties of hot mix asphalt are a key role for design and analysis. Unfortunately, there is no proper database on the mechanical
      properties of hot mix asphalt, such as dynamic modulus. The use of dynamic modulus has couple of good advantages which
      is based on temperature, traffic loading and frequency on pavement. In this research, the verification of the relationship between
      maximum nominal aggregate size and dynamic modulus has been carried out. Also, test specimen size effect on dynamic modulus
      has been conducted. Considering the limitation of laboratory testing machine in Korea, test specimen with 100mm diameter and
      150mm height is recommended for dynamic modulus test. Also, as the maximum nominal aggregate size increases, the dynamic
      modulus of hot mix asphalt increases.
      번역하기

      In recent, lots of researches for mechanical-empirical design concept for asphalt pavement are on going. AASHTO 2002 Design Guide in USA and KPRP(Korean Pavement Research Program) in Korea are under developing. In these programs, the mechanical prop...

      In recent, lots of researches for mechanical-empirical design concept for asphalt pavement are on going. AASHTO 2002 Design
      Guide in USA and KPRP(Korean Pavement Research Program) in Korea are under developing. In these programs, the mechanical
      properties of hot mix asphalt are a key role for design and analysis. Unfortunately, there is no proper database on the mechanical
      properties of hot mix asphalt, such as dynamic modulus. The use of dynamic modulus has couple of good advantages which
      is based on temperature, traffic loading and frequency on pavement. In this research, the verification of the relationship between
      maximum nominal aggregate size and dynamic modulus has been carried out. Also, test specimen size effect on dynamic modulus
      has been conducted. Considering the limitation of laboratory testing machine in Korea, test specimen with 100mm diameter and
      150mm height is recommended for dynamic modulus test. Also, as the maximum nominal aggregate size increases, the dynamic
      modulus of hot mix asphalt increases.

      더보기

      참고문헌 (Reference)

      1 이관호, "화강암 골재를 이용한 아스팔트 혼합물의 동탄성 계수 예측방정식" 대한토목학회 26 (26): 425-433, 2006

      2 Pellinen, T. K., "Use of Stiffness of Hot-Mix Asphalt as a Simple Performance Test" 2002

      3 Brigison, "Evaluation of the Gradation Effect on the Dynamic Modulus" 1929 : 193-199, 2005

      4 Brigison, Sholar, "Evaluation of a Predicted Dynamic Modulus for Florida Mixtures" 1929 : 200-207, 2005

      5 "AASHTO 2002 Design Guide Draft - 2.4 Modulus of Elasticity for Major Material Groups, NCHRP Project 1-37A"

      1 이관호, "화강암 골재를 이용한 아스팔트 혼합물의 동탄성 계수 예측방정식" 대한토목학회 26 (26): 425-433, 2006

      2 Pellinen, T. K., "Use of Stiffness of Hot-Mix Asphalt as a Simple Performance Test" 2002

      3 Brigison, "Evaluation of the Gradation Effect on the Dynamic Modulus" 1929 : 193-199, 2005

      4 Brigison, Sholar, "Evaluation of a Predicted Dynamic Modulus for Florida Mixtures" 1929 : 200-207, 2005

      5 "AASHTO 2002 Design Guide Draft - 2.4 Modulus of Elasticity for Major Material Groups, NCHRP Project 1-37A"

      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 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
      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