Please use this identifier to cite or link to this item: https://repository.seku.ac.ke/handle/123456789/4249
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dc.contributor.authorWu, Shaopeng
dc.contributor.authorZhao, Zhijie
dc.contributor.authorLi, Yuanyuan
dc.contributor.authorPang, Ling
dc.contributor.authorAmirkhanian, Serji
dc.contributor.authorRiara, Martin M.
dc.date.accessioned2018-07-17T08:04:50Z
dc.date.available2018-07-17T08:04:50Z
dc.date.issued2017-07
dc.identifier.citationApplied Sciences, 7, 702en_US
dc.identifier.issn2076-3417
dc.identifier.issn2076-3417
dc.identifier.urihttp://www.mdpi.com/2076-3417/7/7/702/pdf
dc.identifier.urihttp://repository.seku.ac.ke/handle/123456789/4249
dc.descriptionDOI: 10.3390/app7070702en_US
dc.description.abstractGraphene 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.isoenen_US
dc.publisherMDPIen_US
dc.subjectGO modified asphalten_US
dc.subjectaging resistanceen_US
dc.subjectchemical structureen_US
dc.subjectphysical performanceen_US
dc.subjectrheological propertyen_US
dc.titleEvaluation of aging resistance of graphene oxide modified asphalten_US
dc.typeArticleen_US
Appears in Collections:School of Science and Computing (JA)

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