Parameters Selection of Asphalt Pavement Compaction Based on Virtual Experiment

被引:1
|
作者
Zhao, Xi [1 ]
机构
[1] Huizhou Univ, Dept Architecture & Civil Engn, Huizhou 516007, Guangdong, Peoples R China
来源
SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3 | 2013年 / 361-363卷
关键词
asphalt pavement; compaction technology; model; virtual experiment;
D O I
10.4028/www.scientific.net/AMM.361-363.1584
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Compaction parameters directly affected the performance of bituminous pavement, but the complex mechanism and factors brought difficulty to their reasonable selection. A DEM (Discrete Element Method) model was set up to simulate the pavement compaction with different compaction times, compaction velocities and roller tonnages. Then reasonable operation parameters for given pavement were concluded with VCA (the void of coarse aggregates) as an index to evaluate compaction effect, and the results took on a good consistency with construction experience and the specification in PR China.
引用
收藏
页码:1584 / 1589
页数:6
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