HUANG Qi, ZHAO Xin, LEI Yu, SHA Ai-min. Relationship between gradation type and segregation degree for asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2009, 9(2): 1-6. doi: 10.19818/j.cnki.1671-1637.2009.02.001
Citation: HUANG Qi, ZHAO Xin, LEI Yu, SHA Ai-min. Relationship between gradation type and segregation degree for asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2009, 9(2): 1-6. doi: 10.19818/j.cnki.1671-1637.2009.02.001

Relationship between gradation type and segregation degree for asphalt mixture

doi: 10.19818/j.cnki.1671-1637.2009.02.001
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  • Author Bio:

    HUANG Qi(1970-), female, doctoral student, +86-371-68980337, hq66138@sina.com

    SHA Ai-min(1964-), male, profe sso r, PhD, +86-29-82334015, aiminsha@263.net

  • Received Date: 2009-02-16
  • Publish Date: 2009-04-25
  • Six curves of gradation types with different properties were designed, the gradation constitutes, texture depthes and densities of asphalt mixtures with different gradations at five different positions were detected, and the segregation degrees and rules of asphalt mixtures in construction process were investigated. By studying the relationship between the mean squares of test data and the fractal dimensions of aggregates, a linear regression model of the relationship were established. Using the model, the gradation of asphalt mixture was evaluated, and the degree of segregation was forecasted. Analysis result shows that the mixtures with different segregation degrees from big to small are as follows: anti-S type, discontinuous type, micro-arch type above the maximum density curve, S type, maximum density curve type and micro-arch type under the maximum density curve. The probability value of F(1, 5) significance test is 0.013, which is significantly less than the significance level of 0.05, so the linear model is effective.

     

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  • [1]
    CHI Feng-xia, ZHANG Xiao-ning, XUE Zhong-jun, et al. Evaluation method of surface segregation of asphalt pavement based on laser texture measurer[J]. China Journal of High-way and Transport, 2008, 21(5): 1-5. (in Chinese) doi: 10.3321/j.issn:1001-7372.2008.05.001
    [2]
    TASHMAN L, MASAD E, PETERSON B, et al. Internal structure analysis of asphalt mixes to i mprove the si mulation of superpave gyratory compaction to field conditions[J]. Journal of Association of Asphalt Paving Technologists, 2001, 70(3): 605-645.
    [3]
    HUNTER A E, AIREY G D, COLLOP A C. Aggregate orientation and segregation in laboratory compacted asphalt samples in TRB[R]. Washington DC: TRB, 2004.
    [4]
    LEI Yu. Study on the segregation causes and curesin asphalt mixture master dissertation[D]. Xi an: Chang an University, 2007. (in Chinese)
    [5]
    STROUP-GARDINER M, BROWNE R. Segregationin hot-mix asphalt pavements[R]. Washington DC: TRB, 2001.
    [6]
    HUANG Ji-cheng, HUANG Peng. Relativity study on aggregates fractal and mechanics indexes of asphalt mixture[J]. Journal of Tongji University: Natural Science, 2006, 34(12): 1634-1636. (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200612014.htm
    [7]
    ZHAO Zhan-li, ZHANG Zheng-qi, XUE Jian-she, et al. Evaluation of skid resistance gradations of asphalt mixture based on fractal theory[J]. Journal of Chang an University: Natural Science Edition, 2008, 28(3): 6-10. (in Chinese) http://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200803002.htm
    [8]
    CHEN Guo-ming, TAN Yi-qiu, WANG Zhe-ren, et al. Fractal study of grading curve trend of the asphalt mixtures[J]. Journal of Highway and Transportation Researchand Development, 2005, 22(1): 1-4. (in Chinese) doi: 10.3969/j.issn.1002-0268.2005.01.001
    [9]
    SHEN Wei-guo, LI Qiang, CAO Bing, et al. Research on fractal property of aggregate gradation of asphalt concert[J]. Building Materials Oversea, 2003, 24(5): 11-13. (in Chinese) doi: 10.3963/j.issn.1674-6066.2003.05.005

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