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基于分子模拟的丁苯橡胶与沥青基相容性研究

Study on the Compatibility of SBR and Asphalt Base Based on Molecular Simulation.

作者信息

Jiao Xiaolei, Huang Dandan, Zhao Song, Ouyang Jian

机构信息

Tianjin Highway Development Service Center, Tianjin 300170, China.

Tianjin GUOTENG Highway Consultation & PROJECT Management CO., Ltd., Tianjin 300170, China.

出版信息

Materials (Basel). 2024 Mar 2;17(5):1175. doi: 10.3390/ma17051175.

Abstract

In the field of highway construction, the application of styrene-butadiene rubber (SBR)-modified asphalt has gained popularity across different levels of road surfaces. A crucial aspect in ensuring the efficacy of this modification lies in the compatibility between SBR and the matrix asphalt. To address this, the current study utilizes molecular dynamics simulation as a technique. By establishing a model for the SBR-modified asphalt mixture, the research quantifies the compatibility level between the SBR modifier and the asphalt. The aim is to uncover the underlying mechanisms of compatibility between the SBR modifier and the base asphalt, ultimately contributing to the improvement of the storage stability of SBR-modified asphalt, which holds significant importance. The investigation began with the creation of models for both the base asphalt and the SBR modifier. A model for the SBR-modified asphalt blending system was then formulated based on these initial models. After undergoing geometry optimization and annealing procedures, the model attained its lowest energy state, providing a reliable basis for examining the performance of SBR-modified asphalt. The study proceeded to calculate solubility parameters and interaction energies of the system to evaluate the compatibility between the SBR modifier and the base asphalt at various temperatures. The analysis of these parameters shed light on the compatibility mechanism between the two components. Notably, it was found that at a temperature of 160 ℃, the compatibility was significantly enhanced. The findings were further corroborated through scanning electron microscope and rheological tests. The outcomes of this research offer theoretical guidance for the application of SBR-modified asphalt.

摘要

在公路建设领域,丁苯橡胶(SBR)改性沥青在不同等级路面中的应用越来越普遍。确保这种改性效果的一个关键因素在于SBR与基质沥青之间的相容性。为了解决这个问题,当前的研究采用分子动力学模拟技术。通过建立SBR改性沥青混合料的模型,该研究量化了SBR改性剂与沥青之间的相容程度。目的是揭示SBR改性剂与基础沥青之间相容性的潜在机制,最终有助于提高SBR改性沥青的储存稳定性,这具有重要意义。研究首先创建了基础沥青和SBR改性剂的模型。然后基于这些初始模型制定了SBR改性沥青共混体系的模型。经过几何优化和退火程序后,该模型达到了最低能量状态,为研究SBR改性沥青的性能提供了可靠的基础。该研究接着计算了体系的溶解度参数和相互作用能,以评估SBR改性剂与基础沥青在不同温度下的相容性。对这些参数的分析揭示了两种组分之间的相容机制。值得注意的是,发现在160℃的温度下,相容性显著增强。通过扫描电子显微镜和流变学测试进一步证实了这些发现。这项研究的结果为SBR改性沥青的应用提供了理论指导。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8e53/10934153/44159e9cc5db/materials-17-01175-g001.jpg

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