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中国博士后科学基金(2012M521563)

作品数:3 被引量:26H指数:2
相关作者:刘扬白诗尧但汉成李亮凌桂香更多>>
相关机构:贵州省交通运输厅贵州省交通规划勘察设计研究院中南大学更多>>
发文基金:中国博士后科学基金国家自然科学基金中央高校基本科研业务费专项资金更多>>
相关领域:交通运输工程更多>>

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光纤式结冰传感器探测沥青路面结冰过程被引量:6
2014年
采用光纤式结冰传感器,利用凝冰实验室和高低温试验箱模拟路面结冰环境,测得了不同降水温度和路面温度条件下的路面结冰厚度和结冰完成时间以探测沥青路面的结冰过程。试验研究表明:采用光纤式结冰传感器测得电压-时间曲线主要分为2种类型,与结冰的厚度有关;路面结冰完成时间整体上随着路面温度的降低而减少,2℃以下的雨水温度在约-2℃的路面温度情况下,形成1 mm冰所需要的时间基本不超过10 min,能覆盖沥青路面的构造深度;结冰完成时间整体上随雨水温度增大而上升,4℃雨水在路面温度处于-1^-3℃条件下,形成6 mm以下冰的时间不会超过30 min。
但汉成刘扬凌桂香梅世龙白诗尧
关键词:道路工程沥青路面光纤传感器
潮湿山区路面凝冰机理及路面抗滑性研究综述被引量:18
2014年
论述了潮湿山区路面凝冰机理、凝冰的物理特性,以及凝冰路面抗滑性能的研究意义,介绍了国内研究概况,提出并初步探讨了关于路面凝冰机理和凝冰路面方面应进行研究的重点内容和相关的试验方法.综合国内外研究现状可知,关于路面凝冰机理和凝冰路面性能的研究需要更深入更具体,其研究内容应着重考虑研究路面凝冰形成机理、路面凝冰物理特性,以及凝冰路面抗滑性能.
但汉成李亮刘扬梅世龙白诗尧
关键词:道路工程冻雨路面抗滑性能
Solution of pavement temperature field in“Environment-Surface”system through Green's function被引量:2
2014年
In order to simplify the boundary conditions of pavement temperature field,the "Environment-Surface" system which considered the natural environment and pavement surface was established.Based on this system,the partial differential equations of the one-dimensional heat conduction in the pavement were established on the basis of the heat transfer theory.Furthermore,the function forms of the initial and boundary conditions of the equations were created through the field experiments.The general solution of the pavement one-dimensional heat conduction partial differential equations was acquired by using Green's function,and the explicit expression of pavement temperature field under specific constraint conditions was derived.For the purpose of analysis,the pavement temperatures in different seasons were calculated using the explicit expression of pavement temperature field,and the calculation accuracy was analyzed through the comparison between measured and calculated values.Then,the relationship between fitting accuracy and calculation accuracy of pavement temperatures was analyzed.The analysis results show that: the usage of "Environment-Surface" system simplifies the calculation of pavement temperature field; the relative error between calculated and measured values is generally less than 7% and is seldom influenced by seasons; there is a positive correlation between the calculation accuracy and the fitting accuracy of pavement surface temperature; high fitting accuracy would result in less error of pavement temperature prediction.
陈嘉祺李亮赵炼恒但汉成姚辉
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