ZHANG Wei, ZHANG Yi-min, WEI Lang, DUAN Xiang, CHEN Jia-hong. Influence of vehicle overloading on service life of highway[J]. Journal of Traffic and Transportation Engineering, 2012, 12(6): 82-88. doi: 10.19818/j.cnki.1671-1637.2012.06.013
Citation: ZHANG Wei, ZHANG Yi-min, WEI Lang, DUAN Xiang, CHEN Jia-hong. Influence of vehicle overloading on service life of highway[J]. Journal of Traffic and Transportation Engineering, 2012, 12(6): 82-88. doi: 10.19818/j.cnki.1671-1637.2012.06.013

Influence of vehicle overloading on service life of highway

doi: 10.19818/j.cnki.1671-1637.2012.06.013
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  • Author Bio:

    ZHANG Wei(1973-), male, associate professor, PhD, +86-29-82334367, zhweijx@chd.edu.cn

  • Received Date: 2012-07-24
  • Publish Date: 2012-12-25
  • The relationship between axle load and the service life of highway was analyzed. Based on the frequency domain model and time domain model of pavement roughness, vehicle dynamics model with four degrees of freedom was set up. Numerical simulation calculation was carried out by using Mathcad software, and the maximum dynamic loads of front and rear wheels under different conditions were obtained. The relationships among wheel dynamic load and vehicle velocity, wheel load and overloading, wheel load impact factor and overloading were analyzed respectively, the actual service lifes of highway under different conditions were forecasted. Analysis result shows that there are linear increasing relationships between wheel dynamic load and vehicle velocity, wheel load impact factor and vehicle velocity. When vehicle velocity increases from 10 km·h-1 to 100 km·h-1, wheel dynamic load increases by 2.5-3.1 times, and wheel load impact factor increases by 17%-20%. Overloading decreases wheel load impact factor, but increases the real maximum wheel load greatly. Under the condition of overloading 100%, the actual service life of highway will decrease by 96% while the bottom layer tensile stress of asphalt layer is taken as design index, and the actual service life of highway will decrease by 99% while the bottom layer tensile stress of semi-rigid material layer is taken as design index.

     

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  • [1]
    陈荫三. 运用经济杠杆长效治理超载超限运输[J]. 中国公路学报, 2004, 17(2): 94-99. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200402021.htm

    CHEN Yin-san. Long-term effective solution to the overload transportation with economic lever[J]. China Journal of Highway and Transport, 2004, 17(2): 94-99. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200402021.htm
    [2]
    陈荫三, 李彬, 肖润谋. 2010年中国高速公路网运输状态[J]. 交通运输工程学报, 2011, 11(6): 68-73. http://transport.chd.edu.cn/article/id/201106011

    CHEN Yin-san, LI Bin, XIAO Run-mou. Transportation status of Chinese expressway network in2010[J]. Journal of Traffic and Transportation Engineering, 2011, 11(6): 68-73. (in Chinese). http://transport.chd.edu.cn/article/id/201106011
    [3]
    刘儒, 周丽涛. 机动车超载行为的博弈分析及治理措施[J]. 长安大学学报: 社会科学版, 2005, 7(3): 9-11, 19. https://www.cnki.com.cn/Article/CJFDTOTAL-XBJZ200503002.htm

    LIU Ru, ZHOU Li-tao. Game analysis and the administration for motor vehicle overloading[J]. Journal of Chang'an University: Social Science Edition, 2005, 7(3): 9-11, 19. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XBJZ200503002.htm
    [4]
    黄文元, 王旭东, 刘瀚飚, 等. 公路货运超载运输现状及对策的建议[J]. 公路交通科技, 2003, 20(2): 148-152. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200302037.htm

    HUANG Wen-yuan, WANG Xu-dong, LIU Han-biao, et al. Overloaded trucking in China and counter measures[J]. Journal of Highway and Transportation Research and Develop-ment, 2003, 20(2): 148-152. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200302037.htm
    [5]
    张, 魏朗, 彭绍勇. 基于能量守恒理论的山区公路线形安全评价[J]. 交通运输工程学报, 2009, 9(4): 85-91.

    ZHANG Wei, WEI Lang, PENG Shao-yong. Safety evalua-tion of road alignment based on energy conservation law[J]. Journal of Traffic and Transportation Engineering, 2009, 9(4): 85-91. (in Chinese).
    [6]
    PARK S W. Analysis of stress-dependent behavior in conven-tional asphalt pavements[J]. KSCE Journal of Civil Engin-eering, 2001, 5(4): 387-395.
    [7]
    PARK S W. Load limits based on rutting in pavement foun-dations[J]. KSCE Journal of Civil Engineering, 2004, 8(1): 23-28.
    [8]
    郑南翔, 牛思胜, 许新权. 重载沥青路面车辙预估的温度-轴载-轴次模型[J]. 中国公路学报, 2009, 22(3): 7-13. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200903001.htm

    ZHENG Nan-xiang, NIU Si-sheng, XU Xin-quan. Tempera-ture, axle load and axle load frequency model of rutting pre-diction of heavy-duty asphalt pavement[J]. China Journal of Highway and Transport, 2009, 22(3): 7-13. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200903001.htm
    [9]
    许佳, 曾小军. 超载作用对高速公路路面结构的影响分析[J]. 公路与汽运, 2011(2): 107-111. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNQY201102029.htm

    XU Jia, ZENG Xiao-jun. The analysis of the affect of over-load on pavement structure of expressway[J]. Highways and Automotive Applications, 2011(2): 107-111. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZNQY201102029.htm
    [10]
    蔡玉贺, 丰伟, 罗霞, 等. 超限超载货物运输对路面破损的影响分析[J]. 公路, 2006(10): 63-66. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200610016.htm

    CAI Yu-he, FENG Wei, LUO Xia, et al. Analysis of impact of overload and oversize freight transport on pavement distress[J]. Highway, 2006(10): 63-66. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200610016.htm
    [11]
    裴建中, 吴浩, 陈勇, 等. 多轴移动荷载下沥青路面的动态响应特性[J]. 中国公路学报, 2011, 24(5): 26-31. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201105007.htm

    PEI Jian-zhong, WU Hao, CHEN Yong, et al. Dynamic response characteristics of asphalt pavement under multi-axle moving load[J]. China Journal of Highway and Transport, 2011, 24(5): 26-31. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201105007.htm
    [12]
    高梦起, 李安生, 张军, 等. 基于交通流荷载的高速公路沥青路面使用寿命分析[J]. 交通运输工程与信息学报, 2011, 9(2): 55-60. https://www.cnki.com.cn/Article/CJFDTOTAL-JTGC201102011.htm

    GAO Meng-qi, LI An-sheng, ZHANG Jun, et al. Analysis on the service life of expressway based on traffic flow loads[J]. Journal of Transportation Engineering and Information, 2011, 9(2): 55-60. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JTGC201102011.htm
    [13]
    秦旻, 曹源文, 梁乃兴, 等. 基于平整度的沥青路面剩余寿命预估方法[J]. 长安大学学报: 自然科学版, 2010, 30(3): 14-17. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201003006.htm

    QIN Min, CAO Yuan-wen, LIANG Nai-xing, et al. Residual life forecast method of asphalt pavement based on evenness[J]. Journal of Chang'an University: Natural Science Edition, 2010, 30(3): 14-17. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201003006.htm
    [14]
    吴庆雄, 陈宝春. 钢管混凝土拱桥桥面平整度评价[J]. 交通运输工程学报, 2010, 10(4): 23-28. https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201004005.htm

    WU Qing-xiong, CHEN Bao-chun. Deck roughness evalua-tion of concrete-filled steel tubular arch bridge[J]. Journal of Traffic and Transportation Engineering, 2010, 10(4): 23-28. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201004005.htm
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