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Chemo-physical analysis and molecular dynamics (MD) simulation of moisture susceptibility of nano hydrated lime modified asphalt mixtures

机译:纳米熟石灰改性沥青混合料水分敏感性的化学物理分析和分子动力学(MD)模拟

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The purpose of this study is to investigate the moisture susceptibility of nano hydrated lime (NHL) modified asphalt mixtures and determine the fundamental factors of moisture damage in asphalt mixtures using the molecular dynamics (MD), as well as analyze the effect that the aging of asphalt binders has on the moisture damage in asphalt mixtures. The NHL was added to the control asphalt to make NHL modified asphalt. The modified asphalt was mixed with aggregates to form NHL modified asphalt mixtures. The tensile strength ratio (TSR) test was used to evaluate the moisture susceptibility of asphalt mixtures. When the TSR test was done, different solutions were used to extract the polar groups from the tested asphalt mixtures, and the polar groups were analyzed using Fourier Transform Infrared Spectroscopy (FTIR) attenuated total reflection (ATR). When asphalt oxidizes, the six functional groups (ketones, carboxylic acids, anhydrides, aldehydes, amides and esters) with the carbonyl group can be found in the polar part of asphalt based on FTIR ATR spectral data and references. The polar groups with the carbonyl group also indicate the oxidation extent of asphalt binders. The FTIR test results indicate that carboxylic acids and ketones were the primary aging products in asphalt, and these two carbonyl groups relate to the rutting resistance and moisture susceptibility of asphalt mixtures. Furthermore, the MD interface systems of asphalt-aggregate and aggregate-water were created, as well as the separated systems (asphalt, water, and aggregates). The essential mechanisms for the moisture susceptibility of asphalt mixtures were explored with MD simulations. The potential energies of the interface systems and each separated system were computed to obtain the adhesion energies of the interface MD models. The differences in adhesion energy between the asphalt-aggregate and aggregate-water systems show that water tends to bond to the aggregate rather than the asphalt. This also explains the displacement of water that occurs in asphalt mixtures when there is moisture damage. In addition, the effect of asphalt aging on the moisture susceptibility of the asphalt mixture was also analyzed using MD interface models. The MD results demonstrate that the aging group in asphalt is helpful in reducing the moisture damage in asphalt mixtures. (C) 2015 Elsevier Ltd. All rights reserved.
机译:这项研究的目的是研究纳米熟石灰(NHL)改性沥青混合料的水分敏感性,并使用分子动力学(MD)来确定沥青混合料中水分破坏的基本因素,并分析其老化的影响。沥青粘合剂对沥青混合物中的水分具有破坏作用。将NHL添加到对照沥青中以制备NHL改性沥青。将该改性沥青与骨料混合以形成NHL改性沥青混合物。拉伸强度比(TSR)测试用于评估沥青混合料的湿气敏感性。完成TSR测试后,使用不同的溶液从测试的沥青混合物中提取极性基团,并使用傅立叶变换红外光谱(FTIR)衰减全反射(ATR)分析极性基团。当沥青氧化时,根据FTIR ATR光谱数据和参考资料,可以在沥青的极性部分发现带有羰基的六个官能团(酮,羧酸,酸酐,醛,酰胺和酯)。具有羰基的极性基团也表明沥青粘合剂的氧化程度。 FTIR测试结果表明,羧酸和酮是沥青的主要老化产物,这两个羰基与沥青混合料的耐车辙性和湿气敏感性有关。此外,还创建了沥青-骨料和骨料-水的MD接口系统,以及分离的系统(沥青,水和骨料)。通过MD模拟探索了沥青混合料的水敏感性的基本机理。计算界面系统和每个分离系统的势能,以获得界面MD模型的附着能。沥青-骨料和骨料-水系统之间的粘附能差异表明,水倾向于粘结到骨料而不是沥青。这也解释了水分受损时沥青混合料中水的置换。此外,还使用MD接口模型分析了沥青老化对沥青混合料水分敏感性的影响。 MD结果表明,沥青中的老化基团有助于减少沥青混合物中的水分损害。 (C)2015 Elsevier Ltd.保留所有权利。

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