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Rheological behavior of basalt fiber reinforced asphalt mastic
Authors:Xingyu Gu  Tingting Xu  Fujian Ni
Affiliation:1. Transportation College, Southeast University, Nanjing, 210096, China
3. Road Maintenance Technology Engineering Center of Jiangsu Provinc, Nanjing, 210096, China
2. Jiangsu Zhongshe Engineering Consultancy Group Co., LTD, Wuxi, 214072, China
Abstract:The characters of basalt fiber are analyzed and compared with commonly used fibers. The rheological behaviors of the basalt fiber reinforced asphalt mastic are investigated by the dynamic shear rheological tests and the repeated creep tests. The results show that basalt fiber has excellent reinforced performances, such as high asphalt absorption ratio, low water absorption ratio, high tensile strength, high elastic modulus and high temperature stability. The rutting factor of the fiber reinforced asphalt mastic is higher than the plain asphalt mastic and the reinforced effects are more remarkable under high temperature. The rheological performances of the asphalt mastic demonstrate a good linear relationship between different temperature and loading frequency. The creep stiffness modulus of the asphalt mastic at different loading time can be expressed by power function. Improved Burgers model is used to represent the rheological behaviors of the asphalt mastic with basalt fiber and the model parameters are estimated.
Keywords:basalt fiber  asphalt mastic  dynamic shear rheological test  repeated creep test  rheological model
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