MA Xiang, NI Fu-jian, CHEN Rong-sheng, ZHAN Qian. Evaluation index of temperature susceptibility for asphalt[J]. Journal of Traffic and Transportation Engineering, 2008, 8(1): 31-35.
Citation: MA Xiang, NI Fu-jian, CHEN Rong-sheng, ZHAN Qian. Evaluation index of temperature susceptibility for asphalt[J]. Journal of Traffic and Transportation Engineering, 2008, 8(1): 31-35.

Evaluation index of temperature susceptibility for asphalt

More Information
  • Author Bio:

    Ma Xiang(1980-), male, doctoral student, +86-25-83794931, mxfst@sina.com

    hen Rong-sheng(1939-), male, professor, +86-25-83793279, crs3911@hotmail.com

  • Received Date: 2007-06-28
  • Publish Date: 2008-02-25
  • To choose the reasonable evaluation index of temperature susceptibility for asphalt, the penetration indices of asphalt were calculated through the penetrations at 15, 25 and 30 ℃ and the penetration and softening point at 25 ℃ respectively, they were applied to evaluate the temperature susceptibilities of two kinds of common asphalts and three kinds of polymer modified asphalts(PMA), the dynamic complex viscosities of the asphalts under different temperature conditions were tested by using dynamic shear rheometer, and their relationships between viscosity and temperature were analyzed. Analysis result shows that there are linear correlations between viscosity and temperature for normal bitumens within 15~60 ℃, their temperature susceptibilities are a constant, while the relationships of viscosity and temperature for PMA satisfy WLF equation, their temperature susceptibilities change with temperature. So the temperature susceptibility of common asphalt may be expressed by using penetration index, but temperature condition must be appointed to estimate the temperature susceptibility of PMA.

     

  • loading
  • [1]
    陈华鑫, 李宁利, 张争奇, 等. 沥青材料的感温性分析[J]. 长安大学学报: 自然科学版, 2006, 26(1): 8-11. doi: 10.3321/j.issn:1671-8879.2006.01.002

    Chen Hua-xin, Li Ning-li, Zhang Zheng-qi, et al. Temperature susceptibility analysis of asphalt binders[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26(1): 8-11. (in Chinese) doi: 10.3321/j.issn:1671-8879.2006.01.002
    [2]
    陈佩茹, 刘炤宇. 关于沥青感温性指标的讨论[J]. 交通运输工程学报, 2002, 2(2): 23-26. http://transport.chd.edu.cn/article/id/200202006

    Chen Pei-ru, Liu Zhao-yu. Onindices of temperature susceptibility of asphalt[J]. Journal of Traffic and Transportation Engineering, 2002, 2(2): 23-26. (in Chinese) http://transport.chd.edu.cn/article/id/200202006
    [3]
    赵可, 李海骢. 改性沥青感温性评价指标的讨论[J]. 中国公路学报, 2000, 13(4): 8-11. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200004000.htm

    Zhao Ke, Li Hai-cong. Discussion of the temperature susceptibility indexes of modified asphalt[J]. China Journal of Highway and Transport, 2000, 13(4): 8-11. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200004000.htm
    [4]
    谭忆秋, 姜丽伟, 褚浩然, 等. 三个温度针入度评价沥青材料感温性的敏感性分析[J]. 东北公路, 2001, 24(4): 42-43. https://www.cnki.com.cn/Article/CJFDTOTAL-DBGL200104014.htm

    Tan Yi-qiu, Jiang Li-wei, Chu Hao-ran, et al. Analysis to evaluate temperature response and sensibility of asphalt material withthree temperature penetrations[J]. Northeast Highway, 2001, 24(4): 42-43. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DBGL200104014.htm
    [5]
    陈佩茹, 孙立军. 常规沥青的针入度等级与PG高温等级间的关系[J]. 中国公路学报, 2003, 16(3): 15-17. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200303004.htm

    Chen Pei-ru, Sun Li-jun. Relationship between penetration grade and performance high temperature grade of conventional asphalt binder[J]. China Journal of Highway and Transport, 2003, 16(3): 15-17. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200303004.htm
    [6]
    Pfeiffer J P, Vandoormaal P M. The rheological properties of asphaltic bitumen[J]. Journal of the Institute of Petroleum, 1936, 22(4): 414-440.
    [7]
    Robert O R, Asce M, Robert L L, et al. Method to predict temperature susceptibility of an asphalt binder[J]. Journal of Material in Civil Engineering, 2002, 14(3): 246-252.
    [8]
    吴其晔, 巫静安. 高分子材料流变学[M]. 北京: 高等教育出版社, 2002.
    [9]
    曹丽萍, 谭忆秋, 董泽蛟, 等. 应用玻璃化转变温度评价SBS改性沥青低温性能[J]. 中国公路学报, 2006, 19(2): 1-6. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200602000.htm

    Cao Li-ping, Tan Yi-qiu, Dong Ze-jiao, et al. Evaluation for low temperature performance of SBS modified asphalt using glass transition temperature[J]. China Journal of Highway and Transport, 2006, 19(2): 1-6. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200602000.htm
    [10]
    袁燕, 肖云, 张肖宁. SBS改性沥青剪切发育过程的动态力学热分析[J]. 中国公路学报, 2006, 19(3): 29-33. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200603005.htm

    Yuan Yan, Xiao Yun, Zhang Xiao-ning. Dynamic mechanical thermal analysis of shearing and developing process of SBS modified asphalt[J]. China Journal of Highway and Transport, 2006, 19(3): 29-33. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200603005.htm
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (360) PDF downloads(243) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return