抗车辙剂/纤维复合改性沥青混合料的路用性能

为研究抗车辙剂与★武岩纤维这2种外加剂对沥青混合料路用性能的影响，通过室内试验分析了抗车辙剂1玄武岩纤维复合改性沥青混合料的路用性能,并与基质沥青、单掺抗车辙剂、单掺玄武岩纤维的酒青混合料路用性能进行了对比分析。试验结果表明:单掺抗车辙剂能显著提升基质牺青的高湿性能，单掺玄武岩纤维能显著提升基质酒青的低湿性能,而抗车辙剂1玄武岩纤维复合改性酒青混合料的高温稳定性、低湿抗裂性、水稳定性和抗疲劳性能均较2种外加剂单提时有所提升。因此.抗车辙剂和玄武岩纤维复合改性能明显提升沥青混合料的路性能,在实际I程中可加以应用。

Pavement Performance of Composite Modified Asphalt Mixture with Anti-rutting Agent and Basalt Fiber

In order to study the influence of two additives of anti-rutting agent and basalt fiber on the pavement performance of asphalt mixture, the pavement performance of composite modified asphalt mixture with anti-rutting agent and basalt fiber is analyzed through the laboratory tests. And the pavement performances of asphalt mixture with matrix asphalt, single anti-rutting agent and single basalt fiber are compared and analyzed. The test results show that the high temperature property of matrix asphalt can be significantly improved by singly adding anti-rutting agent, and he low temperature property of matrix asphalt can be significantly improved by singly adding basalt fiber. The high temperature stability, low temperature anti-cracking performance, water stability and anti-fatigue performance of composite modified asphalt mixture with anti-rutting agent and basalt fiber are more improved than the single adding of two additives. Therefore, the composite modification of anti-rutting agent and basalt fiber can obviously improve the pavement performance of asphalt mixture and can be applied in practical engineering.