期刊文献+

复合式路面与半刚性基层沥青路面的沥青层温度场对比研究 被引量:3

Comparative Study of Asphalt Layer Temperature Field of Combined Type Pavement and Asphalt Pavement with Semi-Rigid Base Course
下载PDF
导出
摘要 通过对复合式路面与半刚性基层沥青路面的沥青层温度场对比研究,可为复合式路面或"白改黑"路面(旧水泥混凝土路面加铺沥青面层)沥青层的设计及施工提供技术支持。将沥青层看作是厚度和材料不全相同的2~3层,然后逐层研究分析,结果表明两种路面结构沥青层的温度场非常相似,认为温度作用下复合式路面沥青层的设计及施工经验可借鉴半刚性基层沥青路面。 The comparative Study of asphalt layer temperature field of combined type pavement and asphalt pavement with semi -rigid base course could provide support for design and construction of asphalt layer of com- bined type pavement or "change white to black" pavement (paving asphalt surface on old cement concrete pave- ment). Taking the asphalt layer as 2 -3 layers with not totally same thickness and material, each layer is studied and analyzed one after one. The result shows that the temperature field of asphalt layer of the two pavement struc- ture is very similar and the design and construction of asphalt layer of combined type pavement affected by tempera- ture could take that of asphalt pavement with semi - rigid base course as a reference.
作者 王锐
出处 《北方交通》 2012年第6期13-15,共3页 Northern Communications
关键词 复合式路面 半刚性基层沥青路面 沥青层 温度场 Combined type pavement Asphalt pavement with semi -rigid base course Asphalt layer Tern- perature field
  • 相关文献

参考文献1

二级参考文献6

  • 1Minhoto Manuel J C,Pais Jorge C,Pereira Paulo A,et al.Prediction of asphalt pavement temperature using 3-D finite element method[J].Transportation Research Record,2005,1919(184):96-110.
  • 2Solaimanian M,Kennedy T W.Predicting maximum pavement surface temperature using maximum air temperature and hourly solar radiation[J].Transportation Research Record,1993,1417(72):1.
  • 3Hermansson A.Mathematical model for calculating pavement temperatures:comparisons of calculated and measured temperatures[J].Transportation Research Record,2001,1764(80):180-188.
  • 4Mrawira Donath M,Luca Joseph.Thermal properties and transient temperature response of full-depth asphalt pavements[J].Transportation Research Record,2002,1809(81):160-171.
  • 5刘荣辉,钱国平,郑健龙.周期性气候条件下沥青路面温度场计算方法研究[J].长沙交通学院学报,2002,18(2):71-75. 被引量:25
  • 6邹春伟,郭少华.温度变形对刚性路面路基的影响[J].中南工业大学学报,2003,34(2):208-210. 被引量:3

共引文献30

同被引文献5

引证文献3

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部