The physical properties of bitumen modified with ilmenite and bentonite nanoparticles

Q2 Engineering
T. Abdel-Wahed, N. K. Rashwan, Ayman E. Maurice
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引用次数: 9

Abstract

ABSTRACT Using nanotechnology in asphalt paving has increased markedly to improve the asphalt characteristics and increase the road life, especially with the significant increase in traffic volumes. The present contribution evaluates the effects of ore nanoparticles namely ilmenite and bentonite on the engineering properties and performance of asphalt binder. The high-resolution transmission electron microscopy (HRTEM) micrograph was used to characterize the investigated nanomaterials. The nanoparticles were blended with asphalt binder with different percentages (0–5% for ilmenite and 0–10% for bentonite by weight of asphalt binder) to determine the appropriate mixing ratio that sustained the desired characteristics. Different tests were conducted to examine the properties of modified asphalt binder among which penetration, softening point, rotational viscosity, penetration index (PI) and ductility. The results of our study revealed an increase in softening point and rotational viscosity and decrease in binder penetration. Moreover, blending of variable amounts of nanomaterials with the asphalt binders has improved their physical properties compared with macroparticles blended and unmodified binders as indicated by the penetration index and ductility test. The most significant improvement in the modified binders was obtained by blending of 5% for two types of nanoparticles. Finally, the rut depth was measured by wheel track test for the modified asphalt mixture, with ilmenite and bentonite, to validate the obtained results. The results show that the engineering performance of asphalt produced from bitumen binder modified with nanoparticles is much better than conventional asphalt and such binder-modified asphalt is strongly recommended for use on site.
钛铁矿和膨润土纳米粒子改性沥青的物理性能
纳米技术在沥青铺装中的应用已显著增加,以改善沥青的特性,延长道路寿命,特别是随着交通量的显著增加。本文评价了钛铁矿和膨润土对沥青粘结剂工程性能和性能的影响。采用高分辨率透射电子显微镜(HRTEM)对纳米材料进行了表征。将纳米颗粒与沥青粘合剂以不同的比例(钛铁矿为0-5%,沥青粘合剂为0-10%)混合,以确定维持所需特性的适当混合比例。对改性沥青粘结剂的渗透性能、软化点、旋转粘度、渗透指数(PI)和延性进行了试验研究。我们的研究结果表明,软化点和旋转粘度的增加和粘合剂渗透的减少。此外,通过渗透指数和延性试验表明,与掺入宏观颗粒和未改性的沥青粘结剂相比,掺入不同数量的纳米材料可以改善沥青粘结剂的物理性能。两种纳米粒子掺混量为5%时,改性粘合剂的改善效果最为显著。最后,对钛铁矿和膨润土改性沥青混合料进行了车辙深度的轮轨试验,验证了所得结果。结果表明,纳米颗粒改性沥青粘结剂制备的沥青工程性能明显优于常规沥青,强烈推荐现场使用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
2.00
自引率
0.00%
发文量
9
审稿时长
52 weeks
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