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Study on Adhesion Model and Moisture Damage Model of Asphalt Mixture Based on Surface Energy Theory

机译:基于表面能理论的沥青混合料附着力模型和水分损伤模型研究

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摘要

Moisture damage is a key factor in the deterioration of the asphalt pavement, which seriously affects the length of lifetime and the level of service. This failure can be adhesive occurring at the asphaltaggregate interface or cohesive occurring within the matrix (asphalt binder plus mineral filler). Therefore, the knowledge of the surface properties will help a great deal in understanding the adhesive properties of the asphalt mixture. Adhesion model and moisture damage model of asphalt mixture are presented based on surface and interface theory. Using the capillary rise method and the Sessile drop method, surface energy parameters of aggregate and asphalt are determined respectively. The four combination systems with two types aggregate and two types asphalt are analyzed in the paper. The results obtained showed that limestone had a higher surface energy and a better water resistance compared to granite. The asphalt mixture composed of limestone has better adhesion performance and lower moisture susceptibility.
机译:湿气损坏是沥青路面劣化的关键因素,严重影响使用寿命和使用寿命。这种失败可能是在沥青骨料界面发生的粘合剂或在基质(沥青粘合剂加矿物填料)内部发生的内聚。因此,表面性质的知识将极大地帮助理解沥青混合物的粘合性质。基于表面和界面理论,提出了沥青混合料的附着力模型和湿气破坏模型。采用毛细管上升法和无滴法,分别确定骨料和沥青的表面能参数。本文分析了具有两种骨​​料和两种沥青的四种组合体系。所得结果表明,与花岗岩相比,石灰石具有更高的表面能和更好的耐水性。由石灰石组成的沥青混合料具有更好的附着力和较低的湿气敏感性。

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