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沥青混合料高温稳定性组合式车辙试验评价
引用本文:何中楠.沥青混合料高温稳定性组合式车辙试验评价[J].中南公路工程,2013(2):156-158.
作者姓名:何中楠
作者单位:[1]长沙理工大学交通运输学院,湖南长沙410004 [2]郑州市交通运输委员会,河南郑州450000
摘    要:采用改进的ACl3+AC20双层组合式车辙试验方法,对沥青混合料组合式结构高温条件下永久变形规律进行了观测,并同现行单层车辙试验方法下的ACl3、AC20车辙板变形规律进行了比较和分析。结果表明:组合式车辙板的永久变形要小于同等条件下单层板的变形;其动稳定度介于AC20与ACl3两者其间;组合式车辙试验不仅反映了混合料材料特性,而且反映了混合料组合层的结构特性。

关 键 词:沥青混合料  高温稳定性  组合式车辙试验

High Temperature Stability Evaluation of Asphalt Mixtures Using Combined Rutting Test
HE Zhongnan.High Temperature Stability Evaluation of Asphalt Mixtures Using Combined Rutting Test[J].Central South Highway Engineering,2013(2):156-158.
Authors:HE Zhongnan
Institution:HE Zhongnan(1. School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha, Hunan 410004, China; 2. Traffic and Transportation Committee of Zhengzhou, Zhengzhou, Henan 450000, China)
Abstract:The structural permanent deformation was researched using modified rutting test, which combines both AC13 and AC20 mixture slab, and compared with the normal single AC13, AC20 rutting slab. The results were drawn that, the rutting depth of combined slab is lower than the single slab under the same test condition; however the dynamic stability is between the two single slabs. Combined rutting test can not only show the asphalt mixtures' material characteristics, but also the layered mixtures' structural characteristics.
Keywords:asphatt mixture  high-temperature stability  combined rutting test
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