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青川岩沥青改性沥青及其混合料技术性能研究

游鹏 杨亚平 李瑞霞

郑州大学学报(理学版)2017,Vol.49Issue(3):117-122,6.
郑州大学学报(理学版)2017,Vol.49Issue(3):117-122,6.DOI:10.13705/j.issn.1671-6841.2016238

青川岩沥青改性沥青及其混合料技术性能研究

Research on the Performance of Qingchuan Rock Asphalt Modified Asphalt Binder and Its Mixture

游鹏 1杨亚平 2李瑞霞1

作者信息

  • 1. 郑州大学 水利与环境学院 河南 郑州 450001
  • 2. 洛阳市公路管理局 河南 洛阳 471000
  • 折叠

摘要

Abstract

In order to research the influence of Qingchuan rock asphalt on the performance of asphalt binder and its mixture,the dynamic shear rheometer test and bending beam rheometer test were carried out on rock asphalt modified asphalt binder with the concentration 6%,8% and 10% and control asphalt binder,and thereby to determine the optimal concentration of Qingchuan rock asphalt.Based on this,rock asphalt modified mixture at the optimal concentration and control asphalt mixture were subjected to pavement performance tests.The results showed that the comprehensive performance of rock asphalt modified mixture was the best when the concentration was 8%;rock asphalt could significantly improve the high temperature performance and water stability performance of asphalt mixture.However,for the effect on low temperature performance,it was necessary to carry out further tests to study.

关键词

青川岩沥青/流变性能/最佳掺量/路用性能

Key words

Qingchuan rock asphalt/rheological properties/optimal concentration/pavement performance

分类

交通工程

引用本文复制引用

游鹏,杨亚平,李瑞霞..青川岩沥青改性沥青及其混合料技术性能研究[J].郑州大学学报(理学版),2017,49(3):117-122,6.

基金项目

河南省科技厅科技攻关计划项目(162102210157). (162102210157)

郑州大学学报(理学版)

OA北大核心CSTPCD

1671-6841

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