Empa, Swiss Federal Laboratories for Materials Testing and Research, Laboratory for Road Engineering/Sealing Components, Dübendorf, Switzerland.
J Microsc. 2010 Nov;240(2):145-54. doi: 10.1111/j.1365-2818.2010.03388.x.
Direct observations of porous asphalt concrete samples in their natural state using optical and electron microscopy techniques led to useful information regarding the microstructure of two mixes and indicated a relationship between microstructure and in situ performance. This paper presents evidence that suboptimal microstructure can lead to premature failure thus making a first step in defining well or suboptimal performing pavements with a bottom-up approach (microstructure). Laboratory and field compaction produce different samples in terms of the microstructure. Laboratory compaction using the gyratory method has produced more microcracks in mineral aggregates after the binder had cooled. Well-performing mixes used polymer-modified binders, had a more homogeneous void structure with fewer elongated voids and better interlocking of the aggregates. Furthermore, well-performing mixes showed better distribution of the mastic and better coverage of the aggregates with bitumen. Low vacuum scanning electron microscopy showed that styrene butadiene styrene polymer modification in binder exists in the form of discontinuous globules and not continuous networks. A reduction in the polymer phase was observed as a result of aging and in-service use.
使用光学和电子显微镜技术直接观察多孔沥青混凝土样品在其自然状态下的情况,为了解两种混合料的微观结构提供了有用的信息,并表明微观结构与现场性能之间存在关系。本文提供的证据表明,微观结构不佳可能导致过早失效,从而通过自下而上的方法(微观结构)首次定义性能良好或不佳的路面。实验室和现场压实在微观结构方面产生了不同的样品。使用旋转压实法进行实验室压实后,在粘合剂冷却后,矿质骨料中会产生更多的微裂缝。性能良好的混合料使用聚合物改性粘合剂,具有更均匀的空隙结构,较少的伸长空隙和更好的骨料联锁。此外,性能良好的混合料显示出更好的沥青胶浆分布和骨料的更好覆盖。低真空扫描电子显微镜显示,粘合剂中的苯乙烯-丁二烯-苯乙烯聚合物改性以不连续的小球形式存在,而不是连续的网络。由于老化和使用中的影响,观察到聚合物相减少。