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Surface free energy and adhesion energy evaluation of modified bitumen with recycled carbon black (micro-nano) from gases and petrochemical waste

机译:用气体和石化废物中的再生炭黑(微纳)对改性沥青的表面自由能和粘附能进行评估

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摘要

The use of carbon black (CB) obtained from recycling petrochemical waste in bitumen has been reported. In this research, petrochemical waste was recycled and micro-nano CB was produced. Bitumen known as PG64-22 was modified with 3, 5, 7 and 10 wt% of CB and 1, 3, 5 and 7 wt% of nano CB (NCB). NCB particles were evaluated using the scanning electron microscopy and dynamic light scattering test. Stiffness modulus changes of modified bitumen were investigated using the Radovskiy and Teltayev model. Contact angles of three probe liquids, namely water, formamide, and glycerol, were measured on the surface of modified bitumen. The surface free energy parameters like Lifshitz-van der Waals force, polar component and the work of cohesion and adhesion were defined. The results showed that CB and NCB particles increased the penetration index and stiffness modulus of modified bitumen. The total SFE increased more than 50% with 10% CB particles and more than 80% with 7% NCB particles. In addition, the compatibility ratio of limestone and quartzite was revealed to be more than that of granite and sandstone. The results also demonstrated that the wettability of bitumen modified with NCB particles were higher than those modified with CB particles and showed more compatibility ratio values. Moreover, four energy ratios variations of modified bitumen with CB and NCB particles indicated moisture damage performance improvement in the bitumen and aggregate mixes. Also, the results of the indirect tensile strength (ITS) test showed that CB particles in the bitumen led to less reduction of adhesion between bitumen and aggregate compared to the control mixture, leading to an increase in the resistance to moisture damage of asphalt mixture. (C) 2020 Elsevier Ltd. All rights reserved.
机译:据报道,从石油化学废料中回收沥青中所使用的炭黑(CB)。在这项研究中,石化废料被回收,并产生了微纳米炭黑。用3、5、7和10 wt%的CB和1、3、5和7 wt%的纳米CB(NCB)改性了称为PG64-22的沥青。使用扫描电子显微镜和动态光散射测试评估NCB颗粒。使用Radovskiy和Teltayev模型研究了改性沥青的刚度模量变化。测量了改性沥青表面上三种探针液体(水,甲酰胺和甘油)的接触角。定义了表面自由能参数,例如Lifshitz-van der Waals力,极性分量以及内聚和粘附功。结果表明,CB和NCB颗粒增加了改性沥青的渗透指数和刚度模量。 CB含量为10%时,总SFE增长了50%以上; NCB颗粒为7%时,总SFE增长了80%以上。另外,发现石灰石和石英岩的相容性比大于花岗岩和砂岩的相容性。结果还表明,用NCB颗粒改性的沥青的润湿性高于用CB颗粒改性的沥青的润湿性,并显示出更多的相容性比值。此外,改性沥青与CB和NCB颗粒的四个能量比变化表明,沥青和骨料混合物的水分破坏性能得到了改善。另外,间接拉伸强度(ITS)测试的结果表明,与对照混合物相比,沥青中的CB颗粒导致沥青与骨料之间的粘合力降低较少,从而导致沥青混合物的耐湿气破坏性增加。 (C)2020 Elsevier Ltd.保留所有权利。

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