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PENG Yu-hua, HU Jia-yin, HU Shun-feng. Influence of AC-25 particle size distribution on gradation segregation[J]. Journal of Traffic and Transportation Engineering, 2014, 14(5): 1-7.
Citation: PENG Yu-hua, HU Jia-yin, HU Shun-feng. Influence of AC-25 particle size distribution on gradation segregation[J]. Journal of Traffic and Transportation Engineering, 2014, 14(5): 1-7.
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Influence of AC-25 particle size distribution on gradation segregation

  • Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China

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  • Author Bio:

    PENG Yurhua(1973-), male, professor, PhD, +86-29-82334453, pyh@chd.edu.cn

  • Received Date: 2014-07-21
  • Publish Date: 2014-10-25
    Abstract
  • Seven kinds of asphalt mixtures with typical gradations were produced by adjusting the scale of hot bunker of mixing plant in AC-25 gradation range.By Bailey method, AC-25 aggregate was divided into five gradation intervals such as 0-0.3, 0.3-1.18, 1.18-4.75, 4.75-13.2 and 13.2-31.5 mm.The grey relation degree of aggregate content and gradation segregation in each interval was calculated by gray relation method.Analysis result shows that the grey relation degree reflects the influence of aggregate content on gradation segregation in AC-25 gradation range very well.The relation degrees decrease in the order of 4.75-13.2, 0.3-1.18, 0-0.3, 1.18-4.75 and 13.2-31.5 mm.The relation degree is maximal in 4.75-13.2 mm, which illustrates that the variation of aggregate content in the interval has great effect on the final gradation variability of pavement, so a good segregation resistance gradation is obtained by adjusting the aggregate content.The relation degrees are smaller in 1.18-4.75 and 13.2-31.5 mm, which shows that coarse aggregate and the coarse part of fine aggregate have less influence on gradation segregation.The quadratic regression relation coefficient of aggregate content and gradation segregation in each interval is more than 0.6, which shows that the interaction amongaggregates has great influence on final gradation segregation, the segregation characteristic of aggregate gradation possibly weakens when the influence of single passing rate on the performance of asphalt mixture is considered only, so the segregation resistance performance of asphalt mixture gradation must be analyzed from different grain sizes'combination angle.

     

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    • References(23)
  • [1]
    LI Yan-chun, MENG Yan, ZHOU Li-wei, et al. Grey relation degree analysis of influence factors on asphalt mixtures voids[J]. China Journal of Highway and Transport, 2007, 20 (1): 30-34. (in Chinese). doi: 10.3321/j.issn:1001-7372.2007.01.006
    [2]
    DONG Ze-jiao, LI Sheng-long, WEN Jia-yu, et al. Real-time temperature field measurement of asphalt pavement based on fiber bragg grating measuring technology[J]. Journal of Traffic and Transportation Engineering, 2014, 14 (2): 1-6, 13. (in Chinese). doi: 10.3969/j.issn.1671-1637.2014.02.002
    [3]
    CHANG Ting-cheng, WEN Kun-li, CHEN Hung-shi. The selection model of pavement material via grey relational grade[C]//IEEE. 2000IEEE International Conference on Systems, Man, and Cybernetics. Nashville: IEEE, 2000: 3388-3391.
    [4]
    JORET A, SUBHI AL-BATAH M, ALI A N, et al. Ashac: an alternative towards classifying the shape of aggregate[C]//IEEE. 2007International Conference on Intelligent and Advanced Systems. Kuala Lumpur: IEEE, 2007: 239-243.
    [5]
    GEDIK A, LAV A H. Sulphur utilization in asphaltic concrete pavements[C]//AL-QADI I L. Airfield and Highway Pavement2013: Sustainable and Efficient Pavements. Los Angeles: American Society of Civil Engineers, 2013: 1175-1191.
    [6]
    LORIA L, HAJJ E Y, SEBAALY P E. Assessment of reflective cracking model for asphalt pavements[C]//STEYN W J, LIU Xue-yan, MEHTA Y, et al. Road Pavement and Material Characterization, Modeling, and Maintenance. Changsha: American Society of Civil Engineers, 2011: 72-79.
    [7]
    ULLOA A, HAJJ E Y, SIDDHARTHAN R, et al. Equivalent loading frequencies for dynamic analysis of asphalt pavements[J]. Journal of Materials in Civil Engineering, 2013, 25 (9): 1162-1170. doi: 10.1061/(ASCE)MT.1943-5533.0000662
    [8]
    TAO Zhuo-hui, NI Fu-jian, YAN Jin-hai, et al. Evotherm warm mix asphalt technology applied on ultra-thin pavement in China[C]//CHEN Dar-hao, ESTAKHRI C, ZHA Xudong, et al. Material Design, Construction, Maintenance, and Testing of Pavements. Changsha: American Society of Civil Engineers, 2009: 171-176.
    [9]
    ZHOU H P, HOLIKATTI S, VACURA P. Caltrans use of scrap tires in asphalt rubber products: a comprehensive review[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1 (1): 39-48. doi: 10.1016/S2095-7564(15)30087-8
    [10]
    ZHENG Yuan-xun, CAI Ying-chun, ZHANG Ya-min. Study on temperature field of asphalt concrete pavement[C]//CHEN Dar-hao, CHANG Jia-ruey, ZAMAN M, et al. Emerging Technologies for Material, Design, Rehabilitation, and Inspection of Roadway Pavements. Changsha: American Society of Civil Engineers, 2011: 266-273.
    [11]
    WU Zhong. Structural performance of thin asphalt pavement under accelerated pavement testing[C]//HUANG Bao-shan, BOWERS B F, MEI Guo-xiong, et al. Pavement and Geotechnical Engineering for Transportation. Nanchang: American Society of Civil Engineers, 2013: 1-18.
    [12]
    DING Yin-ping. Research on the graded segregation characteristics of HMA[D]. Dalian: Dalian University of Technology, 2009. (in Chinese).
    [13]
    BAO Xiu-ning, ZHANG Xiao-ning, WU Kuang-huai, et al. Research and application of the gradation impact on mineral granular masses segregation[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni, 2009, 48 (6): 48-53. (in Chinese). doi: 10.3321/j.issn:0529-6579.2009.06.010
    [14]
    PENG Yu-hua, SHA Ai-min, LUO Zhi-hua, et al. Characteristics of the temperature segregation in asphalt mixture[J]. Journal of Chang & amp; amp; apos; an University: Natural Science Edition, 2008, 28 (6): 5-10. (in Chinese). doi: 10.3321/j.issn:1671-8879.2008.06.002
    [15]
    PENG Yu-hua, SHA Ai-min. Analysis of influence factors on non-homogeneity of bituminous pavement[J]. Journal of Highway and Transportation Research and Development, 2006, 23 (6): 9-13. (in Chinese). doi: 10.3969/j.issn.1002-0268.2006.06.003
    [16]
    MA Xu-rong, LI Li-han. Study of index evaluating gradation segregation of hot mix asphalt[J]. Journal of Highway and Transportation Research and Development, 2006, 23 (2): 48-51. (in Chinese). doi: 10.3969/j.issn.1002-0268.2006.02.012
    [17]
    PENG Yong, SUN Li-jun, DONG Rui-kun. Discussion about new method for evaluating homogeneity of hot mix asphalt[J]. Journal of Tongji University: Natural Science, 2005, 33 (2): 166-168, 173. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200502005.htm
    [18]
    CHEN Jing-yun, DING Yin-ping, ZHOU Chang-hong. Analysis on influence factors for hot mix asphalt segregation using heap test[J]. Journal of Southeast University: Natural Science Edition, 2009, 39 (1): 117-120. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX200901023.htm
    [19]
    BAO Xiu-ning, ZHANG Xiao-ning. Segregability evaluation of granular pavement materials[J]. Journal of South China University of Technology: Natural Science Edition, 2010, 38 (3): 31-36. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HNLG201003006.htm
    [20]
    LIU Shu-guang. Researching on evaluation method and index of segregation in AC-13coarse aggregate[D]. Changsha: Changsha University of Science and Technology, 2009. (in Chinese).
    [21]
    ZHANG Jiu-peng, HUANG Xiao-ming, GAO Ying. Nonlinear creep model of asphalt mixture and parameter determination[J]. Journal of Chang & amp; amp; apos; an University: Natural Science Edition, 2009, 29 (2): 24-27, 55. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200902009.htm
    [22]
    SUN Yu-gang. Research on gray incidence analysis and its application[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2007. (in Chinese).
    [23]
    DANG Yao-guo, LIU Si-feng, LIU Bin, et al. Improvement on degree of gray slope incidence[J]. Engineering Science, 2004, 6 (3): 41-44. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCKX200403007.htm
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