沥青高温性能指标的灰色关联度分析  

Grey relation degree analysis of high-temperature performance indexes of asphalt

作　　者：王鹏[1] 曾凡奇 黄晓明[1] 

机构地区：[1]东南大学交通学院 [2]河南省交通基本建设质量检测监督站,河南郑州450005

出　　处：《交通运输工程学报》2006年第3期32-36,共5页Journal of Traffic and Transportation Engineering

基　　金：国家"863"计划项目(2002AA335100)

摘　　要：为了很好地反映沥青的使用状态,优化和改进沥青高温性能指标,应用灰色关联度法计算了原样沥青60℃粘度和改性沥青135℃粘度以及实测软化点与SHRP动态剪切试验所得的车辙因子及国内目前常用的几种沥青高温指标间的关联度。结果表明,原样沥青60℃粘度与车辙因子相关性比较好,达到0.800以上,改性沥青135℃粘度与车辙因子相关性比较差;对于短期老化后,原样沥青60℃粘度和改性沥青135℃粘度都与车辙因子关联性比较好,最高达到0.879,而实测软化点与各项沥青指标的关联度都不是很好;实测软化点和SHRP沥青高温性能指标仍存在着差异。因此车辙因子不能用来反映改性沥青的高温性能,可以用短期老化后的沥青车辙因子来反映改性沥青的高温性能,实测软化点本身作为评价沥青高温性能的指标还有待于进一步研究。In order to improve the high-temperature performance indexes of asphalt, the theory of grey relation degree was applied to calculate the relation degrees between 60 ℃ asphalt viscosity, 135℃ modified asphalt viscosity, their softening points and asphalt G^＊/sinδ, other high-temperature performance indexes. It is pointed that the relation degree between 60 ℃ asphalt viscosity and asphaltG^＊/sinδ is better, the value reaches above 0. 800, the relation degrees between 60 ℃ asphalt viscosity, 135 ℃ modified asphalt viscosity by short-term aging and asphalt G^＊/sinδ are also better, the maximum value is 0. 897, but the relation degrees between softening point and other high-temperature performance indexes are not better. The result indicates that asphalt G^＊/sinδ cann＇t reflect the high-temperature performance of modified asphalt, but asphalt G^＊/sinδ by short-term aging may reflect the performance, softening point used to evaluate the high-temperature performance of asphalt need further research. 7 tabs, 12 refs.

关 键 词：道路工程 沥青 高温性能 灰色关联度法 动态剪切试验 

分 类 号：U414.1[交通运输工程—道路与铁道工程]