Impact of Fiber Diameter On-Road Performance of Cement-Stabilized Macadam

IF 0.6 4区 工程技术 Q4 ENGINEERING, CIVIL Baltic Journal of Road and Bridge Engineering Pub Date : 2017-03-27 DOI:10.3846/BJRBE.2017.02
L. Zhijun, Dongquan Wang, Wei Xiaobi, L. Wang
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引用次数: 6

Abstract

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 μm 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.
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纤维直径对水泥稳定碎石路面性能的影响
水泥稳定碎石是道路工程中应用最广泛的路基材料。目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105μm的聚酯纤维,并将其加入水泥稳定碎石中。然后进行了不同龄期的室内收缩试验和力学性能试验。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“失水面效应”和“失水孔口效应”的综合影响,随着纤维直径的增大,失水面效应增强,失水孔口效应逐渐减小;因此,整体效果从后者过渡到前者。此外,水分损失率呈下降至最小值的增加趋势。因此,随着纤维直径的增加,聚酯增强水泥稳定碎石的平均干收缩系数先增大后减小,温度收缩系数增大。如果纤维含量保持不变,纤维直径的变化不会显著影响聚酯增强水泥稳定碎石的压缩弹性模量。这些发现揭示了纤维直径对水泥稳定碎石路用性能的作用机理,从而提高了我们对聚酯增强水泥稳定碎石道路性能的认识,为其广泛应用奠定了坚实的理论基础。
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来源期刊
Baltic Journal of Road and Bridge Engineering
Baltic Journal of Road and Bridge Engineering 工程技术-工程:土木
CiteScore
2.10
自引率
9.10%
发文量
25
审稿时长
>12 weeks
期刊介绍: THE JOURNAL IS DESIGNED FOR PUBLISHING PAPERS CONCERNING THE FOLLOWING AREAS OF RESEARCH: road and bridge research and design, road construction materials and technologies, bridge construction materials and technologies, road and bridge repair, road and bridge maintenance, traffic safety, road and bridge information technologies, environmental issues, road climatology, low-volume roads, normative documentation, quality management and assurance, road infrastructure and its assessment, asset management, road and bridge construction financing, specialist pre-service and in-service training;
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