4.7 Article

Improvement on the high-temperature stability and anti-aging performance of the rubberized asphalt binder with the Lucobit additive

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 299, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.124304

关键词

Lucobit asphalt additive; Rubberized asphalt; Anti-aging; Complex modulus; Atomic force microscopy

资金

  1. National Key R&D Program of China [2019YFC1904704]
  2. Open Fund of Key Laboratory of Road Structure and Material of Ministry of Transport (Changsha University of Science Technology) [kfj180302]
  3. Fundamental Research Funds for the Central Universities [531118010493]

向作者/读者索取更多资源

This study investigates the feasibility of using Lucobit type asphalt additive to enhance the performance of rubberized asphalt, showing that the addition of Lucobit can improve high-temperature stability, antiaging performance, and reduce shear stress sensitivity of the asphalt binder through various tests such as FTIR, TGA, DSR, and MSCR.
Applying waste tire rubber powder to modify the asphalt binder is a promising protocol to achieve sustainable pavement materials. This study aims to examine the feasibility of using Lucobit type asphalt additive in the rubberized asphalt and further enhance its performance. The 90# asphalt binder and the rubber powder with 30 mesh were selected to prepare the rubberized asphalt. Two Lucobit adding ratios (5% and 10%) were then selected for the modification of three types rubberized base binder (Rubber replacement ratios 15%, 20%, and 25%). The modified asphalt binder was prepared under 180 +/- 5 celcius by using the high-speed shear mixer under 5000 rpm for 2 h. Then the FTIR and TGA tests were conducted for the phase analysis of the asphalt co-modified with rubber powder and Lucobit. The test results indicated the modification mainly belong to the physical blending instead of chemical bonding. Further study with DSR test indicated the added Lucobit can further enhance the high-temperature stability of the rubberized asphalt. Further study based on Multiple Stress Creep Recovery (MSCR) test indicated the anti-rutting performance of the asphalt binder would be enhanced while the sensibility of asphalt binder to shear stress would be reduced with the added Lucobit. Finally, the topography analysis on the original and aged binders were analyzed with Atomic Force Microscopy (AFM) test. The results indicated obviously reduced bee-like structure can be observed in the samples with Lucobit, which is in accor-dance with the measured complex modulus after aging tests. Overall, this study indicates the added Lucobit can further enhance the high-temperature stability, antiaging performance, and reduce shear stress sensitivity of the asphalt binder.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据