多尺度分析复合高黏改性沥青–集料界面黏附性能
Multi-Scale Analysis of the Adhesion Properties of Composite High-Viscosity Modified Asphalt-Aggregate Interface
DOI: 10.12677/mos.2024.136592, PDF,   
作者: 马怀彧, 苟 智:上海理工大学,环境与建筑学院,上海;岳伟杰:广州市高速公路有限公司,广东 广州;孙 悦:江苏苏建路桥机械有限公司,江苏 镇江;黄文元:上海仁聚新材料科技有限公司,上海
关键词: 分子动力学模拟HVMA高黏改性沥青沥青–集料界面黏附性能多尺度分析Molecular Dynamics Simulation High-Viscosity Modified Asphalt Asphalt-Aggregate Interface Adhesion Performance Multi-Scale Analysis
摘要: 针对目前排水沥青路面长期处于有水条件下容易出现沥青–集料界面黏附性能不足的问题,为提高黏附性能与水稳定性能,研发复合高黏改性沥青(High Viscosity Modified Asphalt, HVMA),通过自主设计的扫刷和动水冲刷试验、接触角测定实验和分子动力学模拟从宏观、微观和分子层面多尺度阐释沥青–集料界面作用机理及高黏改性沥青界面黏附性能。结果表明:通过扫刷和动水冲刷实验得出,HVM改性剂显著降低沥青–集料间的扫刷损失率与动水冲刷前后飞散损失率;在接触角试验中,HVM改性剂大幅提高沥青–集料的色散分量,降低沥青–集料的极性分量;在分子动力学模拟中,发现HVM改性剂提高了沥青与集料间的界面能,降低沥青与集料间的剥落能。综上分析改性剂的作用机理,HVM改性剂中SBS组分增强了沥青与集料之间的黏结强度,在混合料的内部形成较稳定的网状结构,改性剂中SBR和EVA组分加强了较稳定的网状结构,且EVA具有较大的比表面积,可提高对沥青轻质组分的吸收作用,进一步增强沥青–集料间黏附性能。
Abstract: In light of the current issue that permeable asphalt pavements often suffer from insufficient adhesion performance at the asphalt-aggregate interface under continuously wet conditions, efforts have been made to enhance the adhesion and water stability by developing composite high-viscosity modified asphalt (HVMA). Through independently designed sweep tests and dynamic water scouring tests, contact angle measurement experiments, and molecular dynamics simulations, the study elucidates the multi-scale mechanisms of the asphalt-aggregate interface from macroscopic, microscopic, and molecular perspectives, as well as the adhesion properties of high-viscosity modified asphalt at the interface. The results indicate that: the sweep and dynamic water scouring tests demonstrate that the HVMA modifier significantly reduces the sweep loss rate and the scattering loss rate before and after dynamic water scouring between asphalt and aggregates; in the contact angle experiments, the HVMA modifier notably increases the dispersive component of the asphalt-aggregate interaction while decreasing the polar component; in molecular dynamics simulations, it is observed that the HVMA modifier enhances the interfacial energy between asphalt and aggregates and reduces the debonding energy between them. In summary, the analysis of the modifier’s mechanism of action reveals that the SBS component in the HVMA modifier enhances the cohesive strength between the asphalt and aggregates, forming a more stable network structure within the mixture. The SBR and EVA components in the modifier strengthen the stable network structure, and EVA has a large specific surface area, which can improve the absorption of asphalt light components, and further enhance the adhesion between asphalt and aggregate.
文章引用:马怀彧, 岳伟杰, 孙悦, 黄文元, 苟智. 多尺度分析复合高黏改性沥青–集料界面黏附性能[J]. 建模与仿真, 2024, 13(6): 6477-6492. https://doi.org/10.12677/mos.2024.136592

参考文献

[1] Yang, J., Fang, Y., Zhang, Z. and Lei, J. (2024) Interfacial Adhesion Features of High-Viscosity Asphalt and Aggregate under Water Conditioning: Micro Perspective and Molecular Simulation. Construction and Building Materials, 436, Article ID: 136983. [Google Scholar] [CrossRef
[2] Mo, L., Huurman, M., Wu, S. and Molenaar, A.A.A. (2009) Ravelling Investigation of Porous Asphalt Concrete Based on Fatigue Characteristics of Bitumen-Stone Adhesion and Mortar. Materials & Design, 30, 170-179. [Google Scholar] [CrossRef
[3] Sun, E., Zhao, Y. and Wang, G. (2024) Chloride Salt Erosion of Asphalt Based on Adhesion, Surface Characteristics, and Microsurface Energy. Journal of Materials in Civil Engineering, 36, No. 9. [Google Scholar] [CrossRef
[4] Hu, Z., Wei, Z., Zhao, X., Zhang, M., Zhang, J., Pei, J., et al. (2024) Foamed Waste Oil-Activated Rubberized Asphalt Binder: A Sustainable Recycling Approach for Improving Foaming Effect and Performance. Construction and Building Materials, 423, Article ID: 135889. [Google Scholar] [CrossRef
[5] Wang, L., Chen, L., Li, Y.X., Guan, H.F. and Jing, M. (2024) Adhesion Characteristics of Warm-Mix Crumb Rubber-Modified Asphalt-Steel Slag Interface under Water Erosion. Journal of Materials in Civil Engineering, 36, No. 9. [Google Scholar] [CrossRef
[6] Xiang, L., Sheng, Y., Xu, D., Duan, X., Jia, H., Cui, S., et al. (2023) Effect of Alkali-Treated Bamboo Fibers on the Properties of Asphalt Mixture. Composite Interfaces, 31, 641-663. [Google Scholar] [CrossRef
[7] Sun, E., Zhao, Y. and Wang, G. (2024) Nano Surface Evolution Properties of Crumb Rubber Modified Asphalt Due to Aging and Adhesion Failure Mechanism. Construction and Building Materials, 420, Article ID: 135564. [Google Scholar] [CrossRef
[8] Ma, X., Wang, D., Liu, S., Jiang, J., Kan, J. and Tu, M. (2024) Analysis of Asphalt Microscopic and Force Curves under Water-Temperature Coupling with AFM. Case Studies in Construction Materials, 20, e03071. [Google Scholar] [CrossRef
[9] Yu, X., Burnham, N.A., Mallick, R.B. and Tao, M. (2013) A Systematic AFM-Based Method to Measure Adhesion Differences between Micron-Sized Domains in Asphalt Binders. Fuel, 113, 443-447. [Google Scholar] [CrossRef
[10] 朱大章, 孙晓宇, 单军, 等. 紫外分光光度法测定沥青与石料粘附性[J]. 化学世界, 2000(S1): 148-156.
[11] 杨劲. 高粘度改性剂对排水沥青混合料水稳定性能影响[D]: [硕士学位论文]. 重庆: 重庆交通大学, 2017.
[12] 徐鸣遥, 李晓林, 张立群. 沥青粘附性定量测试新方法[J]. 中外公路, 2011, 31(6): 225-228.
[13] Cen, F., et al. (2024) Multiscale Evaluation of the Effect of Corrosive Media on Bitumen Waterproof Layer Adhesion. Construction and Building Materials, 423, Article ID: 135630. [Google Scholar] [CrossRef
[14] Dong, J., Zhang, K., Liang, S., Ma, H., Huang, T. and Luo, R. (2024) Evaluation of Moisture Sensitivity of Asphalt Mixtures Based on Surface Energy of Asphalt Mastic. Journal of Materials in Civil Engineering, 36, No. 9. [Google Scholar] [CrossRef
[15] Shabani, S., Valizadeh, M. and Khavandi, A. (2024) Evaluation of the Sensitivity of the Rheology Characteristics of Bitumen and Slurry Seal Modified with Cellulose Nanofiber Solution. Construction and Building Materials, 422, Article ID: 135318. [Google Scholar] [CrossRef
[16] Ding, Y., Wei, W., Li, D., Wang, J., Shi, Y. and Mei, Z. (2023) Adhesion Property of Municipal Solid Waste Incinerator Bottom Ash and Limestone with Asphalt Based on Surface Energy Theory. The Journal of Adhesion, 100, 923-946. [Google Scholar] [CrossRef
[17] Zhang, M., Wang, Y., Zhang, W., Du, W., Li, X., Wang, X., et al. (2024) Adhesion Characteristics of Montmorillonite Modified Asphalt Unveiled by Surface Free Energy and AFM. International Journal of Adhesion and Adhesives, 132, Article ID: 103699. [Google Scholar] [CrossRef
[18] Gao, Y., Yu, X., Zhang, H., Xia, Q., He, P. and Xiao, K. (2024) Mechanisms for Improving the Adhesion of Oil-Rich RAP Fine Aggregate Asphalt Mortars to Aggregates. Construction and Building Materials, 435, Article ID: 136785. [Google Scholar] [CrossRef
[19] Liu, K., Yang, Q., Qiu, X., Xu, W., Xiao, S., Gu, Y., et al. (2024) An Investigation toward Adhesion Characteristics of Emulsified Asphalt Residue-aggregate Interface through MD Simulation. Construction and Building Materials, 438, Article ID: 137251. [Google Scholar] [CrossRef
[20] Liu, N., Liu, L., Zhang, Z., Li, M. and Sun, L. (2024) Study on Cohesion and Adhesion Behaviors of the Zeolite Foamed Asphalt-Warm Mix Mixture Based on Molecular Dynamics Simulation. Case Studies in Construction Materials, 21, e03424. [Google Scholar] [CrossRef
[21] Shi, C., Ge, J., Yu, H., Qian, G., Zhou, H., Ma, Y., et al. (2024) Interfacial Adhesion Properties and Debonding Mechanisms in Rejuvenated Asphalt Mixtures. Construction and Building Materials, 425, Article ID: 135973. [Google Scholar] [CrossRef
[22] Sun, L., Gu, X., Hu, D., Zhou, Z. and Wang, G. (2024) Effects and Molecular Mechanisms of Jet Ablation and Fuel Corrosion on Separation Failure of the Asphalt-Aggregate Interface in Airport Asphalt Pavements. Construction and Building Materials, 431, Article ID: 136524. [Google Scholar] [CrossRef
[23] Wang, F., Zou, G., Xu, L. and Fan, S. (2024) Investigating the Impact of Calcium Sulfate Whisker on the Microscopic Properties of Basalt Fiber-Reinforced Asphalt Using Molecular Dynamics Simulation. Construction and Building Materials, 421, Article ID: 135643. [Google Scholar] [CrossRef
[24] Wang, R., Luo, L., Zhao, Y., Sun, Q. and Wang, Y. (2024) Effect of Chloride Salt Migration at Interfaces on Asphalt-Aggregate Adhesion: A Molecular Dynamics Study. Construction and Building Materials, 428, Article ID: 136310. [Google Scholar] [CrossRef
[25] 崔亚宁, 司春棣, 李松, 等. 基于宏-微观测试方法的铁尾矿-沥青界面黏附研究[J]. 金属矿山, 2024(6): 261-266.
[26] Cui, Y., Si, C., Li, S., Jia, Y. and Guo, B. (2024) Iron Tailings as Mineral Fillers and Their Effect on the Fatigue Performance of Asphalt Mastic. Materials, 17, Article No. 2927. [Google Scholar] [CrossRef] [PubMed]
[27] Yang, C., Ren, J., He, X., Wu, S., Su, Y., Yang, J., et al. (2024) Improved Comprehensive Adhesion Performance of Aggregate-Recycled Asphalt Interface via Incorporating Steel Slag. Journal of Molecular Liquids, 404, Article ID: 124958. [Google Scholar] [CrossRef
[28] 林梅, 雷雨, 李萍, 等. 石墨烯/橡胶复合改性沥青-集料界面黏附性能及机理研究[J]. 化工进展, 2024: 1-17.
[29] 周育名, 张凯, 郭云龙, 等. PPA复合改性对沥青-集料黏附及其水稳定性影响研究[J]. 中国公路学报, 2024, 37(6): 317-330.
[30] Liu, J., Sun, M., Wu, S., Huang, W., Fan, Z. and Du, X. (2022) A Test Method to Evaluate the Adhesive Property between Asphalt and Aggregate Based on Simulating Actual Working Conditions. Sustainability, 14, Article No. 2160. [Google Scholar] [CrossRef
[31] Li, X., Sun, Y., Wang, N., Shi, F. and Peng, B. (2023) Water Resistance of Super Adhesive Emulsified Asphalt Based on Dynamic Water Scouring. Coatings, 13, Article No. 1776. [Google Scholar] [CrossRef
[32] 邢世勤. 基于动水压力下沥青集料界面理论的排水沥青路面耐久性研究[D]: [硕士学位论文]. 南京: 东南大学, 2022.
[33] van Oss, C.J., Chaudhury, M.K. and Good, R.J. (1987) Monopolar Surfaces. Advances in Colloid and Interface Science, 28, 35-64. [Google Scholar] [CrossRef] [PubMed]
[34] 李海莲, 李波, 王起才, 等. 基于表面能理论的老化温拌SBS改性沥青结合料的粘附性[J]. 材料导报, 2017, 31(16): 129-133+49.
[35] van Oss, C.J. (2002) Use of the Combined Lifshitz-van Der Waals and Lewis Acid-Base Approaches in Determining the Apolar and Polar Contributions to Surface and Interfacial Tensions and Free Energies. Journal of Adhesion Science and Technology, 16, 669-677. [Google Scholar] [CrossRef
[36] Hefer, A.W., Bhasin, A. and Little, D.N. (2006) Bitumen Surface Energy Characterization Using a Contact Angle Approach. Journal of Materials in Civil Engineering, 18, 759-767. [Google Scholar] [CrossRef
[37] 李波, 王永宁, 吕镇锋, 等. 温拌沥青混合料及其结合料短期老化后的水敏感性[J]. 中国公路学报, 2017, 30(10): 39-44+52.