| 注册
首页|期刊导航|铁道科学与工程学报|不同抗车辙剂对沥青混合料高温性能影响研究

不同抗车辙剂对沥青混合料高温性能影响研究

张争奇 罗要飞 张苛

铁道科学与工程学报2017,Vol.14Issue(5):964-970,7.
铁道科学与工程学报2017,Vol.14Issue(5):964-970,7.

不同抗车辙剂对沥青混合料高温性能影响研究

Research on influence of different anti-rutting additives on high-temperature performance of asphalt mixture

张争奇 1罗要飞 1张苛2

作者信息

  • 1. 长安大学 特殊地区公路工程教育部重点实验室,陕西 西安 710064
  • 2. 阜阳师范学院 信息工程学院,安徽 阜阳 236041
  • 折叠

摘要

Abstract

To analyze effects of different factors on high-temperature performance of asphalt mixture with anti-rutting additive, three different anti-rutting additives were selected to conduct Marshall test, rutting test and Hamburg wheel tracking test, all aimed to study effects of anti-rutting additive, content and mixture gradation on high- temperature performance and significance level of asphalt mixture by orthogonal test. The results show that different factors significantly influenced high-temperature performance of asphalt mixture, and the differences are remarkable, as follows: type of anti-rutting additive, content of anti-rutting additive, mixture gradation, while the significance level of different factors is affected by test method. The effect of PR in improving the high- temperature performance of asphalt mixture is best, followed by RA, and the effect of Duroflex is relatively poor. In addition, the improvement of high-temperature performance gradually diminishes with the increasing content of anti-rutting additive. The recommended combination of factors for best high-temperature performance of asphalt mixture is "PR anti-rutting additive+content is 0.45%+AC-16 aggregate gradation. The result provides reference for selection of anti-rutting additive, optimization of content with anti-rutting additive, and optimal high-temperature performance.

关键词

道路工程/沥青混合料/抗车辙剂/高温性能/影响因素

Key words

road engineering/asphalt mixture/anti-rutting additive/high-temperature performance/influence factor

分类

交通工程

引用本文复制引用

张争奇,罗要飞,张苛..不同抗车辙剂对沥青混合料高温性能影响研究[J].铁道科学与工程学报,2017,14(5):964-970,7.

基金项目

陕西省交通科技资助项目(2014-01K) (2014-01K)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

访问量0
|
下载量0
段落导航相关论文