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CHEN Xian-hua, HUANG Wei, WANG Jian-wei, CHENG Gang. Damage causes of mastic asphalt pavement on orthotropic steel deck plate[J]. Journal of Traffic and Transportation Engineering, 2004, 4(4): 5-9.
Citation: CHEN Xian-hua, HUANG Wei, WANG Jian-wei, CHENG Gang. Damage causes of mastic asphalt pavement on orthotropic steel deck plate[J]. Journal of Traffic and Transportation Engineering, 2004, 4(4): 5-9.
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Damage causes of mastic asphalt pavement on orthotropic steel deck plate

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

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  • Author Bio:

    CHEN Xian-hua(1976-), male, doctoral student, 86-25-83795911, chenxh@seu.edu.cn

  • Received Date: 2004-02-12
  • Publish Date: 2004-12-25
    Abstract
  • This paper investigated the damage conditions of mastic asphalt pavement on orthotropic steel deck plate, analyzed the damage causes, including the properties of pavement materials, mechanical conditions with different truck load, traffic content, and so on. Analysis results indicate that failure of high-temperature stability and fatigue property, overload and slow velocity of trucks, heavy and dense traffic are the main causes for the damage.

     

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    • References(6)
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    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-temperature for the Jiangyin bridge inChina[J]. Journal ofTraffic andTransportation Engineering, 2002, 2(2): 1-7. (in Chinese) http://transport.chd.edu.cn/article/id/200202001
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