首页 | 本学科首页   官方微博 | 高级检索  
     检索      

低标号沥青混合料的路用性能
引用本文:李霖,王书杰,陈果.低标号沥青混合料的路用性能[J].交通标准化,2014(15):146-150.
作者姓名:李霖  王书杰  陈果
作者单位:交通运输部科学研究院,北京100029
摘    要:对低标号沥青、70号普通道路石油沥青和SBS改性沥青进行了沥青混合料性能试验,并对试验结果进行了对比分析.结果表明,三种不同类型的低标号沥青混合料均满足高温动稳定度、水稳定性、冻融劈裂以及低温抗裂性能的规范要求,其中低标号沥青混合料的高温稳定性能还与SBS改性沥青较为接近.并根据试验结果确定了低标号沥青的适用区域和层位,为低标号沥青的推广和运用提供了科学依据.

关 键 词:低标号沥青混合料  路用性能  配合比  级配

Pavement Performance of Low Grade Asphalt Mixture
LI Lin,WANG Shu-jie,CHEN Guo.Pavement Performance of Low Grade Asphalt Mixture[J].Communications Standardization,2014(15):146-150.
Authors:LI Lin  WANG Shu-jie  CHEN Guo
Institution:(China Academy of Transport Science, Beijing 100029, China)
Abstract:The performance of low grade asphalt mixture, 70# ordinary road petroleum asphalt and SBS modified asphalt mixture are contrastively tested and studied. The results show that, the three different types of low grade asphalt mixture can meet the specification requirement of the high dynamic stability, water stability, freeze-thaw splitting and low-temperature anti-cracking performance, and the high temperature stability of low grade asphalt is close to the SBS modified asphalt. This paper also analyzes the applicable region and position of low grade asphalt mixture according to the test results, providing theoretical basis for the application of low grade asphalt on highway construction.
Keywords:low grade asphalt mixture  pavement performance  mix proportion  gradation
本文献已被 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号