横向力系数测试系统在公路工程检测中的应用
[Abstract]:In order to reduce the occurrence of traffic accidents, good anti-skid performance is an important guarantee to ensure the safety of traffic in view of the characteristics of more cars, more roads and more traffic accidents in our country. For the newly built or rebuilt roads, it is necessary not only to ensure the basic requirement of certain capacity, but also to ensure that the pavement has good anti-skid performance. At present, one of the evaluation indexes of pavement anti-skid performance is pavement friction coefficient, so it is very important to study the detection method of pavement friction coefficient and to evaluate the friction coefficient efficiently and efficiently. This paper collects and arranges the relevant data of pavement anti-skid performance detection method and testing equipment, introduces the working principle and detection method of these testing equipments, and analyzes their advantages and disadvantages. The main research object of this paper is the SFC-2007 type pavement transverse force coefficient test vehicle (the detected value is the SFC-2007). Firstly, it is introduced in detail, on the basis of fully understanding and skillfully using the equipment, Guangxi, Repeated tests were carried out on Hunan Expressway, and the distribution of test data was analyzed. Then compared with the pendulum friction instrument, the correlation between them is obtained. The formation of anti-skid mechanism of pavement is simply analyzed, especially from the characteristics of rubber material and the interaction between tire and pavement. On the basis of understanding the formation of mechanism, the influencing factors are studied, mainly from the aspects of tire test, test environment (external conditions) and so on. Finally, the grey theory is used to analyze the correlation degree between the SFC value of the transverse force coefficient measured by SFC-2007 and the pavement smoothness, the rut and the crack, and the establishment of the model is determined by the magnitude of the correlation degree. Finally, the relationship model of transverse force coefficient, smoothness and rutting is established.
【学位授予单位】:长沙理工大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:U416.03
【参考文献】
相关期刊论文 前7条
1 王欢欢;付业伟;张翔;潘广镇;张海娥;;黏结剂对纸基摩擦材料摩擦磨损性能的影响[J];润滑与密封;2014年03期
2 刘洪辉;韩森;李波;;国外沥青路面粗构造测试方法及应用[J];中外公路;2009年02期
3 王利利;张金喜;张晨;赵恩强;;水泥混凝土路面抗滑性能变化规律探讨[J];公路工程;2008年05期
4 潘英英;宋国喜;;基于灰色系统理论的广西物流需求预测模型[J];广西财经学院学报;2008年01期
5 冯延东;;道路交通安全分析与对策[J];呼伦贝尔学院学报;2005年05期
6 彭旭东,郭孔辉,丁玉华,单国玲,侯汝成;橡胶和轮胎的摩擦[J];橡胶工业;2003年09期
7 王国晓,安景峰,陈荣生;灰色理论在路面使用性能预测中的应用[J];公路交通科技;2002年03期
相关博士学位论文 前2条
1 左伟芹;前混合磨料射流磨料加速机理及分布规律[D];重庆大学;2012年
2 曹平;表面形貌与污染物对沥青路面抗滑性能影响的研究[D];武汉理工大学;2009年
相关硕士学位论文 前6条
1 徐正邦;湖南省高速公路沥青路面全寿命周期设计方法研究[D];长沙理工大学;2013年
2 桂志敬;公路路面动态摩擦系数相关性研究[D];长安大学;2012年
3 李天祥;沥青路面抗滑性能衰减试验研究[D];长安大学;2009年
4 刘昆;隧道抗滑低噪声沥青路面研究[D];长安大学;2009年
5 汪振;快速路交通流相似性研究[D];北京交通大学;2008年
6 刘建华;路面抗滑性能检测与评价技术研究[D];郑州大学;2002年
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