期刊文献+

高速公路慢速交通路段沥青混凝土配合比设计 被引量:1

Asphaltum-Concrete Assorted Rate Design for Slow-Speed Traffic Section in Highway
下载PDF
导出
摘要 针对慢速车道路段交通荷载的特点,从沥青原材料选择及级配优化设计入手,研究了慢速交通条件下抗车辙沥青混合料的设计方法,并对设计的沥青混合料抗永久变形性能进行分析和评价,提出慢速交通段沥青混合料的设计指标、设计参数。 Aiming at the characteristics of the traffic load on the slow-speed driveway, beginning from choosing asphaltum raw materials and degree-matching optimized design, the research on the design method of anti-track asphaltum mixed materials under the circumstances is made. Analysis and evaluation of the anti-distortion characteristics of the designed asphaltum mixed materials is made too. Design index and parameter of asphaltum mixed materials used in slow-speed traffic section is put forward.
出处 《山东交通学院学报》 CAS 2010年第3期52-54,共3页 Journal of Shandong Jiaotong University
关键词 慢速交通 沥青混凝土 配合比 设计 slow-speed traffic asphaltum-concrete assorting rate design
  • 相关文献

参考文献3

  • 1Brown E R,Cross,S A.A National Study of Butting in Hot Mix Asphalt(HMA)Pavement[R].Alabama:Auburn University,1992.
  • 2Epps J A,Monismith C L,Seeds S B,et al.Wet Track Performance-Interim Findings[J].Journal of the Association of Asphalt Paving Technologists,1998,67:1120-1134.
  • 3TRB's National Cooperative Highway.AASHTO T283 Superpave Mix Design[S].USA:Asphalt Institute,2001.

同被引文献5

引证文献1

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