Malinowski Szymon, Wróbel Michał, Bandura Lidia, Woszuk Agnieszka, Franus Wojciech
Department of Construction Materials Engineering and Geoengineering, Faculty of Civil Engineering and Architecture, Lublin University of Technology, Nadbystrzycka 40, 20-618 Lublin, Poland.
Materials (Basel). 2022 Sep 1;15(17):6070. doi: 10.3390/ma15176070.
Nowadays, an increasing amount of reclaimed asphalt pavement (RAP) is being produced from the reconstruction and/or modernisation of asphalt pavements. It is necessary to recycle the obtained RAP according to principles of sustainable development. Therefore, this work includes the design of asphalt mixtures containing RAP with bio-derived modifier and evaluates their performance properties. Crosslinked sodium alginate was applied for bitumen modification. The studies were carried out for four different modifier contents, i.e., 1.0%, 2.5%, 4.0% and 5.5%, with and without crosslinking agent. On the basis of the binder test results, the optimal amount of the additive was found to be 2.5%. The nanostructure analysis for the base and modified binders indicated a dual crosslinked biopolymer effect. As a result of the bee structure size decrease, the binder softening effect was observed. The asphalt mix properties showed that application of biopolymer-modified binder is fully justified due to the functional parameters of the mixture, especially the increased resistance to water and frost by about 9%.
如今,随着沥青路面的重建和/或现代化,再生沥青路面(RAP)的产量日益增加。有必要根据可持续发展原则对获得的RAP进行回收利用。因此,这项工作包括设计含有生物衍生改性剂的含RAP沥青混合料,并评估其性能特性。交联海藻酸钠用于沥青改性。针对四种不同的改性剂含量,即1.0%、2.5%、4.0%和5.5%,在有和没有交联剂的情况下进行了研究。根据粘结剂测试结果,发现添加剂的最佳用量为2.5%。对基础粘结剂和改性粘结剂的纳米结构分析表明存在双重交联生物聚合物效应。由于蜜蜂结构尺寸减小,观察到粘结剂软化效应。沥青混合料性能表明,由于混合料的功能参数,特别是抗水和抗冻性提高了约9%,应用生物聚合物改性粘结剂是完全合理的。