首页> 外文期刊>The Baltic journal of road and bridge engineering >IMPACT OF FIBER DIAMETER ON-ROAD PERFORMANCE OF CEMENT-STABILIZED MACADAM
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IMPACT OF FIBER DIAMETER ON-ROAD PERFORMANCE OF CEMENT-STABILIZED MACADAM

机译:纤维直径对水泥稳定碎石路用性能的影响

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Cement-stabilized macadam is the most widely used road base material in road engineering. The current study investigated the impact of fiber diameter on its performance. The authors prepared polyester fibers with diameters of 20, 35, 70, and 105 mu m and added them to cement-stabilized macadam. Then, the indoor shrinkage tests and mechanical property tests at different ages were conducted. Then, the property changes of the polyester-reinforced cement-stabilized macadam were analysed. The water loss rate of the polyester-reinforced cement-stabilized macadam is subject to the combined influence of the "water loss surface effect" and "water loss porthole effect?" With increasing fiber diameter, the water loss surface effect becomes stronger, and the water loss porthole effect gradually decreases; thus, the overall effect transitions from the latter to the former. Moreover, the water loss rate shows an increasing trend of decreasing to its minimum. Therefore, with increasing fiber diameter, the average dry shrinkage coefficient of the polyester-reinforced cement-stabilized macadam first increases and then decreases, while the temperature shrinkage coefficients increase. The change in the fiber diameter does not significantly affect the compressive resilient modulus of the polyester-reinforced cement-stabilized macadam if the fiber content remains constant. These findings demonstrate the functional mechanism of the fiber diameter on the road performance of cement-stabilized macadam, thus improving our understanding of the road performance of the polyester-reinforced cement-stabilized macadam and laying a solid theoretical foundation for its many applications.
机译:水泥稳定碎石是道路工程中使用最广泛的道路基础材料。当前的研究调查了纤维直径对其性能的影响。作者制备了直径分别为20、35、70和105微米的聚酯纤维,并将其添加到水泥稳定的碎石中。然后,进行了不同年龄的室内收缩试验和力学性能试验。然后,分析了聚酯增强水泥稳定碎石的性能变化。聚酯增强水泥稳定碎石的失水率受“失水表面效应”和“失水舷窗效应”的综合影响。随着纤维直径的增加,失水表面效应变强,失水舷窗效应逐渐降低;因此,总体效果从后者过渡到前者。而且,失水率显示出减小到最小的增加趋势。因此,随着纤维直径的增加,聚酯增强水泥稳定的碎石的平均干收缩系数先增加然后减小,而温度收缩系数增加。如果纤维含量保持恒定,则纤维直径的变化不会显着影响聚酯增强水泥稳定的碎石的压缩弹性模量。这些发现证明了纤维直径对水泥稳定的碎石路用性能的作用机理,从而改善了我们对聚酯增强水泥稳定的碎石路用性能的理解,并为其许多应用奠定了坚实的理论基础。

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