Interfacial adhesion between recycled asphalt binder and aggregates considering aggregate surface anisotropy: A molecular dynamics simulation

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2024-07-04 DOI:10.1016/j.conbuildmat.2024.137176
Jihong Han, Bo Li, Haidong Ji, Fucheng Guo, Dingbang Wei, Shenyang Cao, Wan Zhang, Xin Chen
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Abstract

In this study, the interfacial adhesion properties between reclaimed asphalt binder and aggregates were investigated using the molecular dynamics (MD) simulation method. Surface free energy theory (SFE) was applied to analyze the changes in adhesion properties before and after asphalt binder reclamation. The asphalt binder model was constructed from the four components of asphalt binder and validation of the model was carried out. The five common crystalline surfaces of two types of aggregates were sliced. The asphalt binder-aggregate interface was modelled to investigate the effect of the anisotropic surface of the aggregates on the adhesion of the asphalt binder. The adhesion properties of the recycled asphalt binder-aggregate interface were characterized from micro and multiscale simulations using the work of adhesion and relative concentration. Results showed that the rejuvenators enhanced the adhesive properties of the asphalt binder by rebalancing the components and adding the light components lost from aging. Surface anisotropy had significant effect on the bonding at the asphalt binder-aggregate interface because bonded to acid surfaces less strongly than CaCO linked to alkali surfaces. Van der Waals forces dominated the adhesion energy in the -asphalt binder interfacial model system. In the CaCO-asphalt-binder interface model system, the combined effect of van der Waals forces and the CaCO surface void reduced the adhesion energy of the aggregate surface to the asphalt binder.
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考虑集料表面各向异性的再生沥青粘结剂与集料之间的界面粘附力:分子动力学模拟
本研究采用分子动力学(MD)模拟方法研究了再生沥青胶结料与集料之间的界面粘附性能。应用表面自由能理论(SFE)分析了沥青胶结料再生前后粘附性能的变化。根据沥青胶结料的四种组分构建了沥青胶结料模型,并对模型进行了验证。对两种集料的五个常见结晶表面进行了切片。建立了沥青粘结剂-集料界面模型,以研究集料各向异性表面对沥青粘结剂粘附性的影响。利用粘附功和相对浓度,通过微观和多尺度模拟确定了再生沥青粘结剂-集料界面的粘附特性。结果表明,再生剂通过重新平衡沥青胶结料的组分并增加因老化而损失的轻组分,增强了沥青胶结料的粘附性能。表面各向异性对沥青粘结剂-集料界面的粘结有显著影响,因为与酸性表面的粘结强度低于与碱性表面的 CaCO 连接强度。在沥青粘结剂界面模型系统中,范德华力主导着粘结能。在 CaCO-沥青粘结剂界面模型系统中,范德华力和 CaCO 表面空隙的共同作用降低了集料表面与沥青粘结剂的粘附能。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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