期刊文献+

硅藻土改性沥青低温性能的研究 被引量:19

Research on Low Temperature Performance of Diatomite Modified Asphalt
下载PDF
导出
摘要 硅藻土改性沥青可提高路面的高温抗车辙性、抗水损害性、低温抗裂性和抗老化性能,具有较高的性价比。研究的主要内容包括:a)制备硅藻土改性沥青并用星点设计的方法确定最佳硅藻土掺量。b)通过长白硅藻土混合料的低温压缩试验和导热系数试验来评价其低温性能。c)通过反映沥青流变性能的DMA试验未评价其高低温性能。研究结果表明硅藻土改性沥青有好于基质沥青的高低温性能。用弯曲应变能评价硅藻土改性沥青混合料的低温性能,用DMA试验来评价硅藻土改性沥青的高低温性能比较合理。 Diatomite modified asphalt is a late-model modified asphalt which has been sprung up in recent years. The anti-track performance under high-temperature ,the anti-water-damage performance, the crack resistance under low-temperature and the ageing resistance performance were improved. With benefit/cost ratio, the there isn't the appropriate index and met pa ho vement can be extended around the country. But until now, d in the research on its low temperature performance. This research contents: (1) prepared the diatomite modified asphalt and confirming the best proportion of the diatomite by the star point design; (2) evaluated the low temperature performance of the diatomite modified asphalt mixture by the pressing test at low temperature and conducting heat coefficient test; (3) evaluated the high and low temperature performance of the diatomite modified asphalt by the DMA test which reflects the flowing performance. The high and low temperature performance of diatomite modified asphalt was better than that of basic asphalt. It is reasonable to evaluate the low temperature performance of diatomite modified asphalt mix with the compression strain energy and to evaluate the high and low temperature performance test. There is good directive meaning for the application of diatomite modified asphalt by the DMA of diatomite modified asphalt pavement in cold regions.
出处 《石油沥青》 2005年第5期26-29,共4页 Petroleum Asphalt
关键词 硅藻土改性沥青 路面材料 低温性能 高温抗车辙性 抗水损害性 低温抗裂性 抗老化性能 Diatomite modified asphalt Low temperature performance DMA test Compression strain energy
  • 相关文献

参考文献3

二级参考文献12

  • 1Lexington K Y. Background of SHRP asphalt binder test methods[R]. Asphalt Institute Research Center, 1993.
  • 2Asphalt Institute Research Center. Per{ormance graded asphalt binder specification and testing Superpave series. No. 1 (SP 1 )[R]. Asphalt Institute Research Center. 1994.
  • 3SHRP-A-400, Low-temperature cracking[S].
  • 4SHRP-A-370, Binder characterization and evaluation volume[S].
  • 5Asphalt Institute Research Center. Superpave level 1 mix design,Superpave series No. 2 (SP-2)[R]. Asphalt Institute Research Center, 1995.
  • 6余叔藩.性能分级沥青结合料规范和试验[R].重庆:交通部重庆公路科学研究所,1997..
  • 7余叔藩.性能分级沥青结合料规范和试验[R].重庆:交通部重庆公路科学研究所,1997..
  • 8Lexington K Y. Background of SHRP asphalt binder test methods[R]. Asphalt Institute Research Center, 1993.
  • 9Asphalt Institute Research Center. Performance graded asphalt binder specification and testing Superpave series, No. 1 (SP-1)[R]. Asphalt Institute Research Center, 1994.
  • 10SHRP-A-400,Low-temperature cracking[S].

共引文献219

同被引文献102

引证文献19

二级引证文献52

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部