Using Metakaolin Material As Additive For Hot Asphalt Mixtures

Islam Abo El-Naga, Akram Elsaied Mostafa, M. Ragab
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Abstract

In recent years, the using of modifiers was used to improve the performance of asphalt binder and asphalt mixtures. In this research, metakaolin material is investigated as an additive to modify asphalt cement properties. A comparative test program was conducted on asphalt binders and asphalt mixtures to assess the effects of nano metakaolin (NMK) material on pavement performance. The NMK material was used instead of part of the asphalt binder with different percentages (0%, 2%, 4%, 6%, 8%, and 10%) by weight. A number of basic tests were conducted on asphalt binder such as the penetration, softening point, flash point, and absolute viscosity tests. Furthermore, standard Marshall, loss of stability, and rutting tests were carried out on asphalt mixtures. The results indicated that the physical properties of the modified asphalt binder with NMK material were improved. Moreover, the use of NMK material has greatly affected the pavement resistance to deformation. Finally, using the NMK material with a percentage of 6% by weight of asphalt binder achieved a greater improvement in the mechanical properties of the modified mixtures.
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偏高岭土材料在热沥青混合料中的应用
近年来,改性剂的使用被用于改善沥青粘结剂和沥青混合料的性能。本研究研究偏高岭土材料作为改性沥青水泥性能的添加剂。通过对沥青粘结剂和沥青混合料的对比试验,研究纳米偏高岭土材料对路面性能的影响。NMK材料以不同的重量百分比(0%、2%、4%、6%、8%和10%)代替部分沥青粘合剂。对沥青粘结剂进行了渗透、软化点、闪点、绝对粘度等基本试验。此外,还对沥青混合料进行了标准马歇尔试验、失稳试验和车辙试验。结果表明,NMK改性沥青粘结剂的物理性能得到了改善。此外,NMK材料的使用极大地影响了路面的抗变形能力。最后,在NMK材料中加入6%重量的沥青粘结剂,改性混合物的力学性能得到了更大的改善。
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