期刊文献+

级配对混合料压实性能和车辙稳定性的影响 被引量:3

Effects of Gradations on Compaction Property and Rutting Sensitivity of Hot Mix Asphalt
下载PDF
导出
摘要 分别以混合料试件达到目标高度时的旋转压实次数Naim及沥青路面分析仪 (APA)浸水车辙深度为评价指标 ,探讨集料级配对沥青混合料压实性能和车辙稳定性的影响 .研究选取 10种级配 ,结果表明 :级配相对于Super pave控制点的分布状况对混合料的压实性能和车辙稳定性均有显著影响 ;与对于控制点约束范围内的级配相比 ,低于控制点约束低限的级配 ,其混合料车辙稳定性更好但更难压实 ;级配线高于、穿过、低于Superpave禁区以及沿禁区低限的混合料其车辙稳定性无显著差异 ;低于控制点低限最远的级配 ,混合料的压实性能最差 ,车辙稳定性也较差 . This study investigates the effects of different aggregate gradations on compactable ability and wet rutting potential of asphalt mixtures.Ten gradations were selected.The gyrations number of Superpave gyratory compactor at aiming height N_ aim is used to evaluate the compactable ability of mixes.The wet rutting depth is tested with asphalt pavement analyzer (APA) to evaluate the rutting potential of mixtures.Statistical analysis of data indicates significant effects of distribution of gradations relative to the Superpave control points on N_ aim and wet rut depth of mixes.Compared with the gradation set kept in the confining bounds of control points,the gradation set falling outside of the confines of control points gives a smaller rut depth and poorer compactability.There are no significant differences between rut depths of mixes with gradations passing above,through,below,and a long the restricted zone.The mixes with the gradation furthest from the lower control points shows the highest wet rut depth and the poorest compactable ability.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2004年第9期1153-1157,1167,共6页 Journal of Tongji University:Natural Science
基金 上海市重点学科建设资助项目
关键词 集料级配 沥青混合料 压实性能 车辙稳定性 aggregate gradation hot mix asphalt compactable ability rutting resistance
  • 相关文献

参考文献6

  • 1Watson D E, Johnson A, Jared D. The superpave gradation restricted zone and performance testing with the Georgia loaded wheel tester [ R]. Washington DC: National Research Council,1997.
  • 2McGennis R B. Evaluation of materials from northeast Texas using superpave mix design technology[ R ]. Washington DC: National Research Council, 1997.
  • 3Hand A J, Stiady J L, White T D, et al. Gradation effects on hotmix asphalt performance, transportation research record 1767,TRB[R]. Washington DC: National Research Council, 2001.
  • 4Cominsky R J, Huber G A, Kennedy T W, et al. The superpave mix design manual for new construction and overlays[ R]. Washington DC: National Research Council, 1994.
  • 5Brown E R, Kandhal P S, Zhang J. Performance testing for hot mix asphalt(executive summary) [R]. [s. l. ]: NCAT,2001.
  • 6Fisher R A. Statistical methods, experimental design, and scientific inference[M]. London: Oxford Science Publication, 1993.

共引文献1

同被引文献47

引证文献3

二级引证文献19

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