上海大学学报(自然科学版) ›› 2013, Vol. 13 ›› Issue (5): 513-519.doi: 10.3969/j.issn.1007-2861.2013.05.014

• 土木工程 • 上一篇    下一篇

基于路网系统的水泥混凝土道路的可靠度研究

殷晓, 徐旭   

  1. 上海大学 土木工程系, 上海 200072
  • 收稿日期:2012-12-24 出版日期:2013-10-28 发布日期:2013-10-28
  • 通讯作者: 徐旭(1968—), 男, 教授, 博士生导师, 博士, 研究方向为固体力学、土木工程系统可靠度和结构非线性响应. E-mail: xxu@mail.shu.edu.cn E-mail:xxu@mail.shu.edu.cn
  • 作者简介:徐旭(1968—), 男, 教授, 博士生导师, 博士, 研究方向为固体力学、土木工程系统可靠度和结构非线性响应. E-mail: xxu@mail.shu.edu.cn
  • 基金资助:

    上海市教委科研创新资助项目(13YZ001)

Research on Reliability of Cement Concrete Pavement Based on Road Network System

YIN Xiao, XU Xu   

  1. Department of Civil Engineering, Shanghai University, Shanghai 200072, China
  • Received:2012-12-24 Online:2013-10-28 Published:2013-10-28

摘要: 在路网系统中考虑道路单元的可靠度, 根据道路网络的综合拓扑指标值确定系统中各道路单元的重要程度, 最终确定维修后道路的目标可靠度, 从而利用直接积分法得到沥青加铺层的厚度. 分析表明: 当加铺层厚度小于35 cm 时, 道路可靠度随着加铺层厚度的增加而增加; 当加铺层厚度达到或超过35 cm 时, 道路可靠度随着加铺层厚度的增加而趋于稳定. 考虑单条道路在整个路网系统中的地位, 不仅能够使修护后的路面系统可靠度最大化, 而且可以使修护费用得到最优分配.

关键词: 可靠度, 沥青加铺层, 路网系统, 直接积分法

Abstract: Putting the road unit reliability to the road network system, using comprehensive topological index of the road network to determine the importance of each road unit and then to determine the road reliability after repaired, finally it can get the thickness of asphalt overlay by the direct integral method. The example showed that when the thickness of asphalt overlay is less than 35 cm, the road reliability with thickness of asphalt overlay increases and when thickness of asphalt overlay gets to 35 cm, reliability with thickness of asphalt overlay tends to a stable value. Considering the position of each road unit in the road  network can not only make maintained road system reliability maximize, but also make optimal allocation of repair costs.

Key words: asphalt overlay, reliability, road network system, direct integral method

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