• 文献标题:   Performance evaluation and modification mechanism analysis of asphalt binders modified by graphene oxide
  • 文献类型:   Article
  • 作  者:   LIU KF, ZHANG K, SHI XM
  • 作者关键词:   graphene oxide go, modification mechanism, multiple stress creep recovery mscr, fourier transform infrared ftir, differential scanning calorimetry dsc, rheological performance
  • 出版物名称:   CONSTRUCTION BUILDING MATERIALS
  • ISSN:   0950-0618 EI 1879-0526
  • 通讯作者地址:   Washington State Univ
  • 被引频次:   11
  • DOI:   10.1016/j.conbuildmat.2017.12.171
  • 出版年:   2018

▎ 摘  要

This work presents a laboratory study conducted to evaluate the potential impacts of different graphene oxide (GO) dosages on properties of non-modified binder and SBS modified binder. The effects of GO on viscosity, rheological properties, creep and recovery behavior, cracking resistance, and thermal properties of unaged/RTFO aged binders were characterized respectively. It was demonstrated that the addition of trace amounts of GO (no more than 0.2 wt%) enhanced the paving temperature (120-135 degrees C) viscosity, high-temperature elasticity and rutting resistance of non-modified/SBS modified binders. The performance improvements were attributed to an increase in the crosslinking degree of the binders induced by the GO. The amount of GO needed to improve the high-temperature performance of the non modified binder is smaller than that needed for the SBS modified binder. The modification mechanism of GO to non-modified binder includes both chemical reactions and physical blending, whereas it only entails physical blending in the case of SBS modified binder. (C) 2017 Elsevier Ltd. All rights reserved.