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Investigation of rheological and fatigue properties of asphalt mixtures containing polyester fibers

机译:含聚酯纤维的沥青混合料的流变和疲劳性能研究

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摘要

The effects of polyester fiber on the rheological characteristics and fatigue properties of asphalt and its mixture are investigated in this paper. The viscosity, rheological and fatigue tests are conducted to characterize such related properties of asphalt binder and mixture with different fiber contents. Test results indicate that the viscosity of asphalt binder is increased with increasing polyester fiber contents, especially at lower temperature. With different polyester fiber contents, the complex modulus and loss modulus of asphalt binders are decreased at 15 ℃ and 0.1-100 rad/s frequency range. The dynamic modulus test results for asphalt mixture with 0.3% polyester fiber content also reveal that the dynamic modulus and phase angle are decreased at the same temperature, which leads to a decrease of fatigue parameter for asphalt mixture. When compared with the control asphalt mixture, the cycle numbers to fatigue failure of fiber modified asphalt mixture are increased with 1.9, 2.9 and 3.6 times at 0.5, 0.4 and 0.3 stress ratios, respectively. The parameters of fatigue functions for asphalt mixture with or without polyester fiber are obtained and compared, and it confirms that the fatigue property of asphalt mixture can be improved by fiber addition, especially at lower stress levels.
机译:本文研究了聚酯纤维对沥青及其混合物的流变特性和疲劳性能的影响。进行粘度,流变和疲劳测试以表征沥青粘合剂和具有不同纤维含量的混合物的相关性能。测试结果表明,沥青粘合剂的粘度随聚酯纤维含量的增加而增加,特别是在较低温度下。在不同的聚酯纤维含量下,沥青粘合剂的复数模量和损耗模量在15℃和0.1-100 rad / s的频率范围内降低。聚酯纤维含量为0.3%的沥青混合料的动态模量测试结果还表明,在相同温度下,动态模量和相角均减小,从而导致沥青混合料的疲劳参数降低。与对照沥青混合料相比,在0.5、0.4和0.3的应力比下,纤维改性沥青混合料的疲劳破坏循环数分别增加了1.9、2.9和3.6倍。获得和比较了具有或不具有聚酯纤维的沥青混合料的疲劳函数参数,并且证实了通过添加纤维可以改善沥青混合料的疲劳性能,尤其是在较低的应力水平下。

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