Evaluation of aging resistance of graphene oxide modified asphalt

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dc.contributor.author Wu, Shaopeng
dc.contributor.author Zhao, Zhijie
dc.contributor.author Li, Yuanyuan
dc.contributor.author Pang, Ling
dc.contributor.author Amirkhanian, Serji
dc.contributor.author Riara, Martin M.
dc.date.accessioned 2018-07-17T08:04:50Z
dc.date.available 2018-07-17T08:04:50Z
dc.date.issued 2017-07
dc.identifier.citation Applied Sciences, 7, 702 en_US
dc.identifier.issn 2076-3417
dc.identifier.issn 2076-3417
dc.identifier.uri http://www.mdpi.com/2076-3417/7/7/702/pdf
dc.identifier.uri http://repository.seku.ac.ke/handle/123456789/4249
dc.description DOI: 10.3390/app7070702 en_US
dc.description.abstract Graphene oxide (GO) has a unique layered structure with excellent gas and liquid blocking properties. It is widely used in many areas, such as gas sensors, carbon-based electronics, impermeable membranes, and polymeric composite materials. In order to evaluate whether GO (1% and 3% by weight of asphalt) can improve the aging resistance performance of the asphalt, 80/100 penetration grade asphalt (90 A) and styrene–butadiene–styrene modified asphalt (SBS MA) were used to prepare the GO modified asphalt by the melt blending method. The surface morphology of the GO was analyzed by scanning electron microscope (SEM). The UV aging test was conducted to simulate the aging during the service period. After UV aging test, the physical performances of GO-modified asphalts were tested, and the IC=O and IS=O increments were tested by Fourier transform infrared spectroscopy (FTIR) to evaluate the aging resistance performance of the GO modified asphalt. In addition, the rheological properties of GO modified asphalts were studied using a dynamic shear rheometer (DSR). The SEM analysis indicated that the GO exhibits many shared edges, and no agglomeration phenomenon was found. With respect to the physical performance test, the FTIR and the DSR results show that GO can improve the UV aging resistance performance of 90 A and SBS MA. In addition, the analysis indicated that the improvement effect of 3% GO is better than the 1% GO. The testing on the rheological properties of the modified asphalt indicated that the GO can also improve the thermo-oxidative aging resistance performance of asphalt. en_US
dc.language.iso en en_US
dc.publisher MDPI en_US
dc.subject GO modified asphalt en_US
dc.subject aging resistance en_US
dc.subject chemical structure en_US
dc.subject physical performance en_US
dc.subject rheological property en_US
dc.title Evaluation of aging resistance of graphene oxide modified asphalt en_US
dc.type Article en_US


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