MIAO Ying-hao, WANG Bing-gang. Zoning scheme of climatic influence for asphalt pavement in China[J]. Journal of Traffic and Transportation Engineering, 2007, 7(6): 64-69.
Citation: MIAO Ying-hao, WANG Bing-gang. Zoning scheme of climatic influence for asphalt pavement in China[J]. Journal of Traffic and Transportation Engineering, 2007, 7(6): 64-69.

Zoning scheme of climatic influence for asphalt pavement in China

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  • Author Bio:

    Miao Ying-hao(1975-), male, EngD, lecturer, + 86-10-67396181-204, miaoying-hao@bjut.edu.cn

  • Received Date: 2007-04-08
  • Publish Date: 2007-12-25
  • To understand the effect of climatic conditions on asphalt pavement in China, the weather data of 739 weather stations in 1971~2000 were analyzed, average annual accumulated temperature above 20℃, average annual accumulated rain-temperature index, average annual precipitation-freezing index and extremely low air temperature were taken as zoning indices, average daily solar radiation was taken as describing index, the spatial distributions of the indices were analyzed by using Kriging and Cokriging method, and with the methods of cluster analysis, indices division and maps overlay, a climatic zoning scheme was proposed which included 8 first level regions and 39 second level regions. Low temperature and precipitation in low temperature term are main factors impacting asphalt pavement in Northern China and Qinghai-Tibet Plateau, high temperature and precipitation are main aspects in Southern China, however, every factor should be comprehensively considered in Central China because the effect of every factor is relatively balanceable.

     

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  • [1]
    Chen Hua-xin, Li Ning-li, Zhang Zheng-qi, et al. Tempera-ture susceptibility analysis of asphalt binders[J]. Journal ofChang an University: Natural Science Edition, 2006, 26(1): 8-11. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200601001.htm
    [2]
    Ye Fen, Sun Da-quan, Huang Peng, et al. Analysis of as-phalt photooxidation aging property under intensive ultravio-let[J]. China Journal of Highway and Transport, 2006, 19(6): 35-38. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200606006.htm
    [3]
    Harvey J, Chong A, Roesler J. Cli mate region for mechanis-tic-empirical pavement design in California and expectedeffects on performance[R]. Berkeley: University of Califor-nia at Berkeley, 2000.
    [4]
    Huang S C, Tia M, Byron E R. Laboratory aging methodsfor si mulation of field aging of asphalts[J]. Journal of Mate-rials in Civil Engineering, 1996, 8(3): 147-152. doi: 10.1061/(ASCE)0899-1561(1996)8:3(147)
    [5]
    Huang Yun-yong, Liu Zhao-hui, Li Yu-zhi. Method of as-phalt mixture i mmersion stability test[J]. Journal of Trafficand Transportation Engineering, 2002, 2(2): 19-22. (in Chinese) doi: 10.3321/j.issn:1671-1637.2002.02.005
    [6]
    Zhou Qian. Temperature design of asphalt pavement at coldarea[J]. Journal of Chang an University: Natural ScienceEdition, 2007, 27(5): 40-43. (in Chinese) doi: 10.3321/j.issn:1671-8879.2007.05.009
    [7]
    Yang Wu-yang. Evaluation of China overland traffic naturalconditions and regionalization outline[J]. Acta GeographicSinica, 1964, 30(4): 301-319. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DLXB196404002.htm
    [8]
    Geng Da-ding, Chen Chuan-kang, Yang Wu-yang, et al. Onthe highway natural regionalization of China[J]. Acta Geo-graphic Sinica, 1978, 33(1): 49-62. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DLXB197801004.htm

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