首页 | 本学科首页   官方微博 | 高级检索  
     

新旧规范沥青混合料配合比设计方法对比研究
引用本文:冯新军,查旭东,郝培文.新旧规范沥青混合料配合比设计方法对比研究[J].武汉理工大学学报,2007,29(5):74-77.
作者姓名:冯新军  查旭东  郝培文
作者单位:1. 长安大学公路学院,西安,710064;长沙理工大学公路工程学院,长沙,410076
2. 长沙理工大学公路工程学院,长沙,410076
3. 长安大学公路学院,西安,710064
摘    要:采用新、旧规范提出的2种沥青混合料配合比设计方法对同一种沥青混合料进行配合比设计并进行路用性能检验。结果表明:采用新规范计算的沥青混合料的最大理论密度、空隙率、矿料间隙率和沥青饱和度以及确定的最佳油石比都比旧规范计算的要小,并且具有更好的高温稳定性和水稳定性,但抗渗性要差一些。

关 键 词:新、旧规范  沥青混合料  配合比设计  路用性能
文章编号:1671-4431(2007)05-0074-04
修稿时间:2006-11-20

Comparison Study on Two Design Methods of Asphalt Mixtures upon New-old Technical Specifications
FENG Xin-jun,ZHA Xu-dong,HAO Pei-wen.Comparison Study on Two Design Methods of Asphalt Mixtures upon New-old Technical Specifications[J].Journal of Wuhan University of Technology,2007,29(5):74-77.
Authors:FENG Xin-jun  ZHA Xu-dong  HAO Pei-wen
Abstract:Two design methods of asphalt mixtures upon new-old technical specifications were used to design the same type asphalt mixtures respectively and their pavement performance was tested. The results showed that the theoretical maximum density,volume of air voids, voids in mineral aggregate and voids filled with asphalt, which were calculated by new technical specifications, was smaller than that were calculated with old technical specifications. And the former has better performance at high-temperature and capacity of moisture-resistance damage than latter but its impermeability was slightly worse.
Keywords:new-old technical specifications  asphalt mixture  design methods  pavement performance
本文献已被 CNKI 维普 万方数据 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