Wu Chunli, Li Liding, Wang Wensheng, Gu Zhengwei
College of Transportation, Jilin University, Changchun 130025, China.
Nanomaterials (Basel). 2021 Jan 4;11(1):106. doi: 10.3390/nano11010106.
The purpose of this paper is to promote the application of nano-TiO/CaCO in bituminous materials and present an experimental characterization of viscoelastic behaviors of bitumen and bituminous mixture modified by nano-TiO/CaCO. In this work, a series of viscoelastic behavior characterization tests were conducted, including dynamic shear rheometer (DSR) test for bitumen, uniaxial static compression creep test and dynamic modulus test for bituminous mixture. Moreover, various viscoelastic models with clear physical meanings were used to evaluate the influence of nano-TiO/CaCO on the macroscopic performance of bitumen and bituminous mixture. The results show that bitumen and its mixtures are time-temperature dependent. The Christensen-Anderson-Marasteanu (CAM) model of frequency sweep based on DSR test indicated that adding nano-TiO/CaCO can effectively capture the sensitivity of temperature. In addition, the incorporation of nano-TiO/CaCO in bituminous mixture can significantly enhance the high-temperature anti-rutting, and slightly improve the low-temperature anti-cracking as well. At the same time, the modified Burgers model can accurately describe the viscoelastic behavior of bituminous mixtures in the first two creep stages, reflecting the consolidation effect of bituminous mixture. Also, the generalized Sigmoidal model can accurately grasp the characteristics of the relationship between dynamic modulus and reduced frequency and achieve good prediction effects in a wider frequency range.
本文旨在促进纳米TiO/CaCO在沥青材料中的应用,并对纳米TiO/CaCO改性沥青及沥青混合料的粘弹性行为进行实验表征。在本研究中,进行了一系列粘弹性行为表征试验,包括沥青的动态剪切流变仪(DSR)试验、沥青混合料的单轴静态压缩蠕变试验和动态模量试验。此外,采用了各种具有明确物理意义的粘弹性模型来评估纳米TiO/CaCO对沥青及沥青混合料宏观性能的影响。结果表明,沥青及其混合料具有时温依赖性。基于DSR试验的频率扫描Christensen-Anderson-Marasteanu(CAM)模型表明,添加纳米TiO/CaCO能有效捕捉温度敏感性。此外,在沥青混合料中掺入纳米TiO/CaCO可显著提高高温抗车辙性能,同时也能略微改善低温抗裂性能。同时,改进的Burgers模型能准确描述沥青混合料前两个蠕变阶段的粘弹性行为,反映沥青混合料的固结效应。此外,广义Sigmoidal模型能准确把握动态模量与折合频率之间关系的特征,并在较宽的频率范围内取得良好的预测效果。