Aligning laboratory and field compaction practices for asphalt - the influence of compaction temperature on mechanical properties

被引:4
作者
Bijleveld, F. R. [1 ,2 ]
Miller, S. R. [1 ]
de Bondt, A. H. [2 ]
Doree, A. G. [1 ]
机构
[1] Univ Twente, Dept Construct Management & Engn, POB 217, NL-7500 AE Enschede, Netherlands
[2] Ooms Civiel bv, POB 1, NL-1633 ZG Avenhorn, Netherlands
关键词
temperature; compaction; cracking resistance; density; asphalt; fracture energy; DENSITY;
D O I
10.1080/10298436.2015.1019494
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The approach used to identify a compaction temperature in the laboratory, based on binder viscosity, provides a single compaction temperature whereas, on-site, a roller operates within a temperature window. The effect on the density and mechanical properties of rolling during a temperature window remains unclear. Consequently, asphalt concrete binder mixtures were compacted in different temperature windows in the laboratory using a Roller Sector Compactor, and the observed phenomena were then related to field study observations. The results show that while similar densities can be achieved in a broad range of temperature windows, other mechanical properties such as fracture energy may decline up to 30% if compacted outside the optimum temperature window. These results indicate that a compaction temperature window should form part of mix design and quality control. The paper proposes specifying a compaction window based on temperatures and the resulting mechanical properties rather than a single compaction temperature.
引用
收藏
页码:727 / 740
页数:14
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