Cui Wentian, Huang Wenke, Hu Bei, Xie Jiawen, Xiao Zhicheng, Cai Xu, Wu Kuanghuai
School of Civil Engineering, Guangzhou University, Guangzhou 510006, China.
Polymers (Basel). 2020 Oct 13;12(10):2339. doi: 10.3390/polym12102339.
The purpose of this study was to investigate the effect of aggregate surface adsorbed water on the adhesive capacity and nanostructure of asphalt-aggregate interfaces at the atomic scale. Molecular dynamics (MD) simulation was performed to measure and analyze the molecular interactions of asphalt binder with calcite and silica. Radial distribution function (RDF) and relative concentration (RC) were applied to characterizing the concentrations and distributions of asphalt components on aggregate surfaces. In addition, debonding energy and adhesion energy were employed to calculate the variations of interface adhesion energy of the asphalt-aggregate system under different conditions. The obtained results illustrated that the water molecules adsorbed onto the surface of weakly alkaline aggregates inhibited the concentration and distribution of asphalt components near the aggregate surface, decreased adhesion energy between asphalt and aggregates, and changed asphalt nanostructure. Especially, when external free water intruded into the interface of the asphalt-calcite system, the adsorbed water interacted with free water and seriously declined the water damage resistance of the asphalt mixture with limestone as an aggregate and decreased the durability of the mixtures. The water adsorbed onto the surface of the acid aggregate negatively affected the asphalt-silica interface system and slightly reduced the water damage resistance of the asphalt mixture.
本研究的目的是在原子尺度上研究集料表面吸附水对沥青 - 集料界面粘结能力和纳米结构的影响。进行了分子动力学(MD)模拟,以测量和分析沥青结合料与方解石和二氧化硅的分子相互作用。采用径向分布函数(RDF)和相对浓度(RC)来表征沥青组分在集料表面的浓度和分布。此外,利用脱粘能和粘附能来计算不同条件下沥青 - 集料体系界面粘附能的变化。所得结果表明,吸附在弱碱性集料表面的水分子抑制了集料表面附近沥青组分的浓度和分布,降低了沥青与集料之间的粘附能,并改变了沥青的纳米结构。特别是,当外部自由水侵入沥青 - 方解石体系的界面时,吸附水与自由水相互作用,严重降低了以石灰石为集料的沥青混合料的抗水损害能力,并降低了混合料的耐久性。吸附在酸性集料表面的水对沥青 - 二氧化硅界面体系产生负面影响,并略微降低了沥青混合料的抗水损害能力。