|Table of Contents|

Construction temperature indicators for asphalt mixture based on viscosity-temperature properties of asphalt mortar(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2012年02期
Page:
45-51
Research Field:
Publishing date:

Info

Title:
Construction temperature indicators for asphalt mixture based on viscosity-temperature properties of asphalt mortar
Author(s):
CHEN Xiao1 YANG Ping2 WU Ya-zhong3 ZHENG Jian-long4
1. Department of Transportation, Ningxiang County Government, Changsha 410600, Hunan, China; 2. Department of Civil Engineering, Hunan Technical College of Engineering, Changsha 410151, Hunan, China; 3. Department of Development and Reform Commission, Hunan Province Government, Changsha 410004, Hunan, China; 4. School of Highway Engineering, Changsha University of Science and Technology, Changsha 410004, Hunan, China
Keywords:
road engineering asphalt mixture asphalt mortar viscosity construction temperature
PACS:
U414.3
DOI:
-
Abstract:
The Brookfield viscometer was used to test the viscosity of asphalt mortars of 70# base asphalt and modified asphalt with different filler-asphalt ratios and temperatures, the influence of the filler-asphalt ratio and temperature on the viscosity of asphalt mortar and the construction temperature was analyzed, the filler-asphalt ratio as a temperature control indicator in construction was established, and the standard of the temperature control for asphalt mixture was obtained under different filler-asphalt ratios. The results show that the filler-asphalt ratio and the temperature have significantly impacts on the viscosity-temperature properties of asphalt mortar, they play a main function for temperature control in the construction of asphalt mixture. The viscosity of asphalt mortar will increase with the increasing of filler-asphalt ratio, the relationship of filler-asphalt ratio and viscosity and the relationship of their logarithm have a good relevance exponential function and a linear function respectively. The viscosity of asphalt mortar will decrease with the temperature increasing, the relationship of temperature and viscosity have a very good power function relevance. 6 tabs, 5 figs, 13 refs.

References:

[1] 张争奇,王永财.沥青胶浆对沥青混合料高低温性能的影响[J].长安大学学报:自然科学版,2006,26(2):1-5. ZHANG Zheng-qi,WANG Yong-cai.Influence of asphalt mortar on hot mix asphalt performance at high and low temperature[J].Journal of Chang'an University:Natural Science Edition,2006,26(2):1-5.
[2]Szydlo A,Mackiewicz P.Asphalt mixes deformation sensitivity to change in rheological parameters[J].Journal of Materials in Civil Engineering,2005,17(1):1-9.
[3]王新歧,曹高尚,曾 伟,等.温拌工艺对胶粉沥青混合料路用性能影响[J].筑路机械与施工机械化,2011,28(10):50-53. WANG Xin-qi,CAO Gao-shang,ZENG Wei,et al.Influence of warm mixing technology on road performance of rubber asphalt mixture[J].Road Machinery & Construction Mechanization,2011,28(10):50-53.
[4]杜顺成,戴经梁.沥青混合料永久变形评价指标[J].中国公路学报,2006,19(5):18-22. DU Shun-cheng,DAI Jing-liang.Permanent deformation evaluation index of asphalt mixture[J].China Journal of Highway and Transport,2006,19(5):18-22.
[5]王 鹏,曾凡奇,黄晓明.沥青高温性能指标的灰色关联度分析[J].交通运输工程学报,2006,6(3):32-36. WANG Peng,ZENG Fan-qi,HUANG Xiao-ming.Grey relation degree analysis of high temperature performance indexes of asphalt[J].Journal of Traffic and Transportation Engineering,2006,6(3):32-36.
[6]Yildirim Y,Ideker J,Hazlett D.Evaluation of viscosity values for mixing and compaction temperatures[J].Journal of Materials in Civil Engineering,2006,18(4):545-553.
[7]李 平,张争奇,王秉纲,等.沥青胶浆粘度特性研究[J].交通运输工程学报,2008,8(2):49-52. LI Ping,ZHANG Zheng-qi,WANG Bing-gang,et al.Research on viscosity property of asphalt mortar[J].Journal of Traffic and Transportation Engineering,2008,8(2):49-52.
[8]JTG F40-2004,公路沥青路面施工技术规范[S].
[9]王 捷,龚涌峰.粉胶比对沥青胶浆和沥青混合料性能的影响[J].长沙交通学院学报,2004,20(4):73-77. WANG Jie,GONG Yong-fen.Influence of filler-bitumen ratio on asphalt combined binder and mixture performance[J].Journal of Changsha Communications University,2004,20(4):73-77.
[10]陈 骁.热拌沥青混合料压实过程粘弹塑性流变力学特性研究[D].长沙:长沙理工大学,2009.
[11]袁迎捷.基于Superpave的沥青胶浆流变特性与级配优化研究[D].西安:长安大学,2004.
[12]陈华鑫,李宁利,张争奇,等.沥青材料的感温性分析[J].长安大学学报:自然科学版,2006,26(1):8-11. CHEN Hua-xin,LI Ning-li,ZHANG Zheng-qi,et al.Temperature susceptibility analysis of asphalt binders[J].Journal of Chang'an University:Natural Science Edition,2006,26(1):8-11.
[13]彭 波,丁智勇,戴经梁.不同类型沥青胶浆路用性能对比[J].交通运输工程学报,2007,7(3):61-65. PENG Bo,DING Zhi-yong,DAI Jing-liang.Road performance comparison of different asphalt mastics[J].Journal of Traffic and Transportation Engineering,2007,7(3):61-65.

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Last Update: 2012-04-30