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级配玄武岩纤维增强沥青混合料性能研究

Study on graded basalt fiber enhancing asphalt mixture performance

中文摘要英文摘要

为提高玄武岩纤维沥青混合料的性能,提出用不同长度形成纤维级配的沥青混合料设计方法,制作相应的纤维沥青混合料试件,进行了高温车辙试验、浸水马歇尔试验与冻融劈裂试验、低温劈裂试验,分别研究沥青混合料的高温性能、水稳定性能、低温性能。根据试验数据,绘制条形图、构建灰色关联矩阵,分析玄武岩纤维级配对沥青混合料性能的影响。研究表明,玄武岩纤维的掺量及其长度组合比是影响沥青混合料性能的重要因素,最佳纤维组合是30%6mm+40%9mm+30%12mm,玄武岩纤维连续级配时沥青混合料性能最好,纤维间断级配时沥青混合料性能较差,没有纤维时沥青混合料性能最差。

To improve performance of asphalt mixture enhanced by basalt fiber, a new design method to asphalt mixture, based on different length fiber combination, namely graded basalt fiber, was put forward. With the corresponding fiber asphalt mixture specimen, some experiments, including high-temperature rutting tests, immersion Marshall tests and freeze-thaw splitting tests and low temperature splitting tests were carried out. According to the tests, the high and low temperature performance, and water stability, were respectively studied. On the basis of test Study on graded basalt fiber enhancing asphalt mixture performanceresults, series of bar charts were drawn and grey correlation matrixes were built. Then, the effects of basalt fiber length granular composition on the performance of asphalt mixture were analyzed. The results show that the basalt fiber content and its length combination ratio are the most important factors influencing the performances of asphalt mixture. The best fiber combination is 30% 6 mm + 40% 9 mm + 30% 12 mm. The best performance of asphalt mixture is made from the continuous basalt firber length gradation. Then, the better is from the discontinuous. And the worst is from no fiber.

贾淼、袁玉卿、郭涛、王晶晶

公路运输工程材料科学

道路工程沥青混合料玄武岩纤维级配高温稳定性水稳定性低温性能灰熵分析

road engineeringasphalt mixturebasalt fibergradationhigh temperature stabilitywater stabilitylow temperature perforcmancegrey entropy

贾淼,袁玉卿,郭涛,王晶晶.级配玄武岩纤维增强沥青混合料性能研究[EB/OL].(2017-12-01)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/201712-5.点此复制

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