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Road Performance of Calcium Sulfate Whisker and Polyester Fiber Composite-Modified Asphalt Mixture

机译:硫酸钙晶须和聚酯纤维复合材料改性沥青混合料的道路性能

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In order to better improve the practical engineering problems such as rutting, cracking, pit, and groove in highway engineering, the stability and strength characteristics of calcium sulfate whisker and polyester fiber in asphalt mixture are evaluated based on the road performance test. In this experiment, three different methods of the calcium sulfate whisker content and three different polyester fiber content were used to determine the best asphalt aggregate ratio to prepare different modified asphalt mixture samples. Its high temperature stability, water stability, and low-temperature performance were tested. The results show that the composite modifier of calcium sulfate whisker and polyester fiber can significantly improve the strength stability of asphalt mixture and make its high temperature stability reach 2900.3~4230.7 Times/mm without reducing its low-temperature bending strength. The optimum content of calcium sulfate whisker is in the range of 2‰~2.5‰ and polyester fiber is in the range of 2‰~3‰. The rutting strength and Marshall stability reach the maximum.
机译:为了更好地改善公路工程中的车辙,开裂,坑和凹槽等实际工程问题,基于道路性能试验,评价硫酸钙晶须的稳定性和强度特性和沥青混合物中的聚酯纤维。在该实验中,使用三种不同的硫酸钙晶须含量和三种不同的聚酯纤维含量的方法来确定最佳的沥青骨料比,以制备不同的改性沥青混合混合物样品。测试其高温稳定性,水稳定性和低温性能。结果表明,硫酸钙晶须和聚酯纤维的复合改性剂可以显着提高沥青混合物的强度稳定性,使其高温稳定性达到2900.3〜4230.7倍/ mm,而不降低其低温弯曲强度。硫酸钙晶须的最佳含量在2℃〜2.5℃和聚酯纤维的范围内,在2℃〜3‰的范围内。车辙力量和马歇尔稳定达到最大值。

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