Volume 8 Issue 6
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2008  >  8(6): 24-28
YANG Jun, ZHU Hao-ran, CUI Juan. Deformation properties of asphalt mixtures for steel bridge deck through repeated load triaxial test[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 24-28.
Citation: YANG Jun, ZHU Hao-ran, CUI Juan. Deformation properties of asphalt mixtures for steel bridge deck through repeated load triaxial test[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 24-28.
shu

Deformation properties of asphalt mixtures for steel bridge deck through repeated load triaxial test

  • 1.

    School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China

  • 2.

    Jiangsu Provincial Communications Planning and Design Institute, Nanjing 210005, Jiangsu, China

More Information
  • Author Bio:

    YANG Jun (1968-), female, professor, +86-25-83794069, yangjun@seu.edu.cn

  • Received Date: 2008-06-26
  • Publish Date: 2008-12-25
    Abstract
  • In order to study the deformation properties of steel deck pavement under high temperature and their rutting predictions, two types of asphalt mixtures, mastic asphalt(MA) and stone mastic asphalt(SMA), were invited, and their high temperature performances were evaluated through repeated load triaxial test(RLTT). Through the multivariate linear regressive analysis of test result, the nonlinear parameters of asphalt mixtures were obtained, finite element software ABAQUS was applied to simulate the process of RLTT, and the calculalted deformation and measured deformation were compared. It is found that the natures of high temperature deformation developments for two mixtures, as well as the response manners to different load conditions, are completely different, SMA has an overwhelmingly excellent deformation resistance, and the calculation error of FEM is about 10%. The result indicates that it's reasonable to get the nonlinear parameters through multivariate linear regressive analysis from RLTT result, and it's qualified to apply these parameters to conduct the rutting prediction of asphalt pavement on steel bridge.

     

    • FullText(HTML)
  • loading
    • References(10)
  • [1]
    沈金安. 沥青与沥青混合料路用性能[M]. 北京: 人民交通出版社, 2001.
    [2]
    陈忠达, 袁万杰, 薛航, 等. 沥青混合料高温性能评价指标[J]. 长安大学学报: 自然科学版, 2006, 26(5): 1-4. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200605000.htm

    CHEN Zhong-da, YUAN Wan-jie, XUE Hang, et al. High temperature stability index of hot mixed asphalt[J]. Journal of Chang an University: Natural Science Edition, 2006, 26(5): 1-4. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200605000.htm
    [3]
    岳学军, 黄晓明. 沥青混合料高温稳定性评价指标的试验研究[J]. 公路交通科技, 2006, 23(10): 37-40. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200610008.htm

    YUE Xue-jun, HUANG Xiao-ming. Experi ment research on high-temperature deformation indexes of asphalt mixtures[J]. Journal of Highway and Transportation Research and Deve-lopment, 2006, 23(10): 37-40. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200610008.htm
    [4]
    BARKSDALE R D, MILLER J H. Development of equip-ment andtechniques for evaluatingfatigue and rutting charac-teristics of asphalt concrete mixes[R]. Atlanta: Georgia In-stitute of Technology, 1977.
    [5]
    KALOUSH K E. Si mple performance test for permanent de-formation of asphalt mixtures[D]. Tempe: Arizona State University, 2001.
    [6]
    邓学钧. 中国江阴长江大桥桥面沥青铺装层高温稳定性[J]. 交通运输工程学报, 2002, 2(2): 1-7. http://transport.chd.edu.cn/article/id/200202001

    DENG Xue-jun. Asphalt pavement stability at high-tempera-ture for the Jiangyin bridge in China[J]. Journal of Traffic and Transportation Engineering, 2002, 2(2): 1-7. (in Chi-nese). http://transport.chd.edu.cn/article/id/200202001
    [7]
    张祥, 李洪涛, 赵永军. 江阴长江公路大桥钢桥面铺装设计[J]. 铁道标准设计, 2005, 49(5): 68-71. https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS20050500P.htm

    ZHANG Xiang, LI Hong-tao, ZHAO Yong-jun. Pavement design of Yangtze river highway bridge in Jiangyin[J]. Rail-way Standard Design, 2005, 49(5): 68-71. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS20050500P.htm
    [8]
    吴光蓉, 牟建波, 陈仕周, 等. 钢桥桥面铺装方案环道试验研究[J]. 公路, 2001, 46(1): 20-23. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200101005.htm

    WU Guang-rong, MUJian-bo, CHENShi-zhou, et al. Study on circular track test of steel deck pavement scheme[J]. Highway, 2001, 46(1): 20-23. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200101005.htm
    [9]
    BROWN S F, COOPER K E. The Mechanical properties of bituminous materials for road bases and base courses[J]. Journal of the Association of Asphalt Paving Technologists, 1984, 53(4): 10-15. https://trid.trb.org/view/725969
    [10]
    黄菲. 沥青路面永久变形数值模拟及车辙预估[D]. 南京: 东南大学, 2006.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (317) PDF downloads(517) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return