Evaluation of mechanical performance and modification mechanism of asphalt modified with graphene oxide and warm mix additives. (20th August 2018)

• Record Type: Journal Article
• Authors: Liu, Kefei; Zhang, Kun; Wu, Junliang; Muhunthan, Balasingam; Shi, Xianming
• Is Part Of: Journal of cleaner production. Volume 193(2018)
• Page Start: 87
• Page End: 96
• Publication Date: 2018-08-20
• Subjects: Warm mix asphalt (WMA) -- Additives -- Graphene oxide (GO) -- Sasobit -- Waste cooking oil (WCO); Factory and trade waste -- Management -- Periodicals; Manufactures -- Environmental aspects -- Periodicals; Déchets industriels -- Gestion -- Périodiques; Usines -- Aspect de l'environnement -- Périodiques; 628.5
• DOI: 10.1016/j.jclepro.2018.05.040
• Languages: English
• ISSNs: 0959-6526

Abstract

Abstract: A hot mix asphalt binder (HMAB), PG 64-22 with 0.05 wt.% graphene oxide (GO), was used to prepare warm mix asphalt binders (WMABs) with three types of warm mix additives, i.e, 3 wt.% Sasobit, 5 wt.% waste cooking oil (WCO), and Sasobit + WCO. The viscosity-temperature performance, rheological performance, low-temperature cracking behavior, Fourier Transform infrared spectroscopy (FTIR) spectrum, and low-temperature thermal properties of various HMABs and WMABs were investigated in the laboratory. The experimental results revealed that GO remarkably increased the viscosity, high-temperature elasticity and permanent deformation resistance of the non-modified PG 64-22 asphalt binder. When used individually or in combination, Sasobit and WCO can significantly decrease the viscosity of GO-modified asphalt, and reduce the suitable construction temperatures of asphalt paving. Modification of asphalt by the admixtures of GO and Sasobit results in excellent high-temperature properties but compromised the low-temperature performance of the asphalt, thus making it more suitable for hot-climate regions. On the other hand, modification of asphalt by the admixtures of GO and WCO exhibited the exact opposite trend, making it more suitable for cold-climate regions. The GO + Sasobit + WCO composite modified asphalt exhibited excellent properties both in high and low temperatures, implying its suitability for all climatic regions. The Differential Scanning Calorimetry (DSC) results suggested that WCO significantly decreased the T g of the non-modified asphalt but Sasobit did not and both of them can enhance the crosslinking degree of asphalt. The FTIR results suggested that the modification of asphalt by the admixtures of GO and warm mix additive (Sasobit or WCO) entailed both chemical reaction and physical blending. Highlights: Both 3 wt.% Sasobit and 5 wt.% WCO can significantly reduce the viscosity and construction temperature of asphalt mixture. The selection of warm mixing additive is closely related to the service environment of asphalt mixture. Sasobit and WCO can improve the crosslinking density of GO-modified asphalt, but have different impacts on its performance. The modification mechanism of the GO and warm mix additive modified asphalt includes chemical reaction and physical blending.