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Evaluation of the ceramic fiber modified asphalt binder

机译:陶瓷纤维改性沥青粘结剂的评价

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Improving the properties of asphalt binders is an effective method to enhance pavement strength. The aim of this study is to evaluate the rheological properties of ceramic fiber modified asphalt binder. To this end, modified asphalt binders with 1, 3, and 5 wt% of ceramic fibers were prepared and binder tests including penetration, softening point and ductility, rotational viscometer, dynamic shear rheometer and bending beam rheometer tests were performed on them. The results of the experiments indicated that although the use of ceramic fibers somewhat reduces the resistance of asphalt binder at low temperatures, not only retains the binder resistance against cracking but also improves its high-temperature performance. These results were confirmed by the wheel track and indirect tensile fatigue tests which were conducted to verify the binder tests. Thus, these fibers can be considered as suitable additives to improve the performance of binder and asphalt mixtures and their optimum content will be 3%. (C) 2019 Elsevier Ltd. All rights reserved.
机译:改善沥青粘合剂的性能是提高路面强度的有效方法。这项研究的目的是评估陶瓷纤维改性沥青粘合剂的流变性能。为此,制备了具有1、3和5wt%的陶瓷纤维的改性沥青粘合剂,并对其进行了包括渗透性,软化点和延展性,旋转粘度计,动态剪切流变仪和弯曲束流变仪测试的粘合剂测试。实验结果表明,尽管使用陶瓷纤维在一定程度上降低了沥青粘合剂在低温下的抗性,但它不仅保留了抗裂性的粘合剂,而且改善了其高温性能。这些结果通过轮迹和间接拉伸疲劳测试得到了证实,这些测试旨在验证粘合剂测试。因此,这些纤维可以被认为是改善粘合剂和沥青混合物性能的合适添加剂,它们的最佳含量为3%。 (C)2019 Elsevier Ltd.保留所有权利。

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