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Laboratory investigation on the properties of asphalt mixtures modified with double-adding admixtures and sensitivity analysis

机译:双掺加料改性沥青混合料性能的室内试验及敏感性分析

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摘要

In order to improve the high temperature stability and low temperature cracking resistance of asphalt mixtures, two varieties of admixtures (anti-rutting agent and lignin fiber) were selected and then combined. This is called double-mixture technology. A series of tests about pavement performance of base asphalt mixtures and asphalt mixtures with admixture of anti-rutting agent or lignin fiber were conducted. Meanwhile sensitivity analyses were used to study the influence of three factors (i.e., asphalt grade, aggregate type and gradation) on the high and low temperature performance and water stability of said asphalt mixtures. Test results indicated that the dynamic stability, residual stability, TSR and low temperature failure strain of asphalt mixtures have increased significantly with the additions of 0.40% anti-rutting agent and 0.36% lignin fiber. These results show that the high and low temperature and water stabilities of asphalt mixtures improve obviously. This supports the beneficial comprehensive effect of the double admixture. The problem of improving the asphalt mixtures performance with a single admixture is solved, in addition to also improving other pavement performance. Based on the sensitivity analysis, the most influential factors of dynamic stability, low temperature failure strain and TSR are the gradation, followed by asphalt grade and aggregate type. © 2016 Periodical Offices of Chang'an University.
机译:为了提高沥青混合料的高温稳定性和低温抗裂性,选择了两种掺合料(抗车辙剂和木质素纤维),然后进行混合。这就是所谓的双重混合技术。进行了有关基础沥青混合料和掺有抗车辙剂或木质素纤维的沥青混合料的路面性能的一系列测试。同时使用敏感性分析来研究三个因素(即沥青等级,集料类型和等级)对所述沥青混合物的高温和低温性能以及水稳定性的影响。试验结果表明,加入0.40%的抗车辙剂和0.36%的木质素纤维后,沥青混合料的动态稳定性,残余稳定性,TSR和低温破坏应变均显着提高。这些结果表明沥青混合料的高低温和水稳定性明显改善。这支持了双重混合物的有益的综合效果。除了改善其他路面性能外,还解决了用单一掺合料改善沥青混合料性能的问题。根据敏感性分析,影响动力稳定性,低温破坏应变和TSR的最大因素是等级,其次是沥青等级和集料类型。 ©2016长安大学期刊社。

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  • 作者

    Fu Z; Dang Y; Guo B; Huang Y;

  • 作者单位
  • 年度 100
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  • 原文格式 PDF
  • 正文语种 en
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