Wang Shenghao, Chen Yan, Wang Lihua, Cui Naixin, Li Chunfeng, Sun Shifu
College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China.
College of Architecture Engineering, Qingdao Binhai University, Qingdao 266555, China.
Materials (Basel). 2025 Jan 6;18(1):209. doi: 10.3390/ma18010209.
To investigate the water damage at the interface between emulsified asphalt and aggregate under the action of external water infiltration, firstly, cetyltrimethylammonium bromide was used as an emulsifier to prepare emulsified asphalt in the laboratory, and its basic properties were tested. Then, based on molecular dynamics, an emulsified asphalt-aggregate interface model with different water contents was constructed to calculate the adhesion work of the emulsified asphalt-aggregate interface. The results show that the simulated values of emulsified asphalt density, cohesive energy density, and solubility are in good agreement with the experimental values. Under the same water content, the adhesion force between asphalt and three oxides (CaO, AlO, SiO) is arranged in the following order: CaO > AlO > SiO. The bonding performance of an alkaline aggregate to asphalt is better than that of an acid aggregate. The van der Waals force plays a major role in the adhesion performance of an emulsified asphalt mixture, and electrostatic force plays a secondary role. Under the action of external force, the macroscopic failure mode of the emulsified asphalt-aggregate is as follows: the alkaline oxide-emulsified asphalt system is cohesive failure; the acid and neutral oxide-emulsified asphalt system is adhesive failure; the enrichment of water molecules at the interface is the main factor causing water damage.
为研究在外来水分渗入作用下乳化沥青与集料界面的水损害问题,首先,在实验室以十六烷基三甲基溴化铵为乳化剂制备乳化沥青,并测试其基本性能。然后,基于分子动力学构建不同含水量的乳化沥青 - 集料界面模型,计算乳化沥青 - 集料界面的粘附功。结果表明,乳化沥青密度、内聚能密度和溶解度的模拟值与实验值吻合良好。在相同含水量下,沥青与三种氧化物(CaO、AlO、SiO)之间的粘附力顺序为:CaO>AlO>SiO。碱性集料与沥青的粘结性能优于酸性集料。范德华力在乳化沥青混合料的粘附性能中起主要作用,静电力起次要作用。在外力作用下,乳化沥青 - 集料的宏观破坏模式如下:碱性氧化物 - 乳化沥青体系为内聚破坏;酸性和中性氧化物 - 乳化沥青体系为粘附破坏;界面处水分子的富集是造成水损害的主要因素。