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      KCI등재 SCIE SCOPUS

      The Effect of Aggregate Gradation Limits Consideration on Performance Properties and Mixture Design Parameters of Hot Mix Asphalt

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      https://www.riss.kr/link?id=A103549803

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      다국어 초록 (Multilingual Abstract)

      The main aim of mixture design is to select the best configuration of material in order to achieve mixture fabricating purposes. Aggregate make up a high proportion of volume and mass of mixtures, hence it considered as an important constituent of as...

      The main aim of mixture design is to select the best configuration of material in order to achieve mixture fabricating purposes.
      Aggregate make up a high proportion of volume and mass of mixtures, hence it considered as an important constituent of asphalt concrete. It has been hypothesised that the gradation is an important feature of the aggregate in adoption of optimum mixture. Three gradations are used to manufacture Hot Mix Asphalt (HMA) within special specification band of local code. Rutting resistance was evaluated using the Flow Number (FN) parameter and in order to determine the moisture sensitivity mechanism, a mechanical and visual inspection tests are carried out. The main conclusion of this study is that contrary to customary belief, middle gradation of select band does not produce the best results. Eventually some proposed factors, such as determining “sensitive mixtures” to binder content variation, have been determined for mixture design process.

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      참고문헌 (Reference)

      1 Trang Nhat, T., "The relationship of bitumen content, aggregate surface area, and extraction time using asphalt ignition furnace" Universiti Teknologi Malaysia 2008

      2 Abukhettala, M. E., "The relationship between marshall stability, flow and rutting of the New Malaysian hot-mix asphalt mixtures" Universiti Teknologi Malaysia 2006

      3 Sagi, S. V., "The impact of acceptance criterion on HMAC moisture susceptibility" Department of Civil Engineering, The University of Texas 133-141, 2004

      4 Abo-Qudais, S., "The effects of damage evaluation techniques on the prediction of environmental damage in asphalt mixtures" 42 (42): 288-296, 2007

      5 Sangsefidi, E., "The effect of aggregate gradation on creep and moisture susceptibility performance of warm mix asphalt" 15 (15): 133-141, 2012

      6 Solaimanian, M., "Test methods to predict moisture sensitivity of hot-mix asphalt pavements" 77-110, 2003

      7 Kanitpong, K., "Investigation on the effects of gradation and aggregate type to moisture damage of warm mix asphalt modified with Sasobit" 13 (13): 451-458, 2012

      8 AASHTO, "In Standard specifications for transportation materials and methods of sampling and testing: Part II: Tests, Vol 2"

      9 Sánchez-Leal, F. J, "Gradation chart for asphalt mixes: Development" 19 (19): 185-197, 2007

      10 Khodaii, A., "Evaluation of permanent deformation of unmodified and SBS modified asphalt mixtures using dynamic creep test" 23 (23): 2586-2592, 2009

      1 Trang Nhat, T., "The relationship of bitumen content, aggregate surface area, and extraction time using asphalt ignition furnace" Universiti Teknologi Malaysia 2008

      2 Abukhettala, M. E., "The relationship between marshall stability, flow and rutting of the New Malaysian hot-mix asphalt mixtures" Universiti Teknologi Malaysia 2006

      3 Sagi, S. V., "The impact of acceptance criterion on HMAC moisture susceptibility" Department of Civil Engineering, The University of Texas 133-141, 2004

      4 Abo-Qudais, S., "The effects of damage evaluation techniques on the prediction of environmental damage in asphalt mixtures" 42 (42): 288-296, 2007

      5 Sangsefidi, E., "The effect of aggregate gradation on creep and moisture susceptibility performance of warm mix asphalt" 15 (15): 133-141, 2012

      6 Solaimanian, M., "Test methods to predict moisture sensitivity of hot-mix asphalt pavements" 77-110, 2003

      7 Kanitpong, K., "Investigation on the effects of gradation and aggregate type to moisture damage of warm mix asphalt modified with Sasobit" 13 (13): 451-458, 2012

      8 AASHTO, "In Standard specifications for transportation materials and methods of sampling and testing: Part II: Tests, Vol 2"

      9 Sánchez-Leal, F. J, "Gradation chart for asphalt mixes: Development" 19 (19): 185-197, 2007

      10 Khodaii, A., "Evaluation of permanent deformation of unmodified and SBS modified asphalt mixtures using dynamic creep test" 23 (23): 2586-2592, 2009

      11 Kim, S., "Evaluation of hot mix asphalt moisture sensitivity using the Nottingham asphalt test equipment" IHRB 65-, 2005

      12 Clark, W., "Effects of Idaho aggregate gradation on asphalt paving mix" (87) : 18-, 1980

      13 Pan, T., "Effect of coarse aggregate morphology on permanent deformation behavior of hot mix asphalt" 132 (132): 580-589, 2006

      14 Sengoz, B., "Effect of asphalt film thickness on the moisture sensitivity characteristics of hot-mix asphalt" 42 (42): 3621-3628, 2007

      15 Kandhal, P. S., "Effect of aggregate gradation on measured asphalt content" National Center for Asphalt Technology 1993

      16 Goh, S. W., "A simple stepwise method to determine and evaluate the initiation of tertiary flow for asphalt mixtures under dynamic creep test" 23 (23): 3398-3405, 2009

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      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
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      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
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