Effects of Partial Substitution of Styrene-butadiene-styrene with Granulated Blast-furnace Slag on the Strength Properties of Porous Asphalt

S. Shahba, M. Ghasemi, S. Marandi
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引用次数: 5

Abstract

The present experimental research investigates the feasibility of partial substitution of styrene-butadiene-styrene (SBS) with ground granulated blast-furnace slag (GGBS) for the modification of bitumen and porous asphalt mixtures. The control asphalt mixture and the seven modified porous asphalt mixtures have been analyzed separately and their performance was compared. Modified bitumen and asphalt mixtures were evaluated based on the penetration test, softening point, ductility, Marshall stability, indirect tensile strength (ITS), moisture susceptibility, uniaxial compression test, porosity, and permeability. According to the results, a blend of GGBS and SBS can be used to modify porous asphalt mixtures since it either improves or does not change their properties. The results show that using these additives have decreased penetration and ductility of bitumen and also there is an increase in softening point, so that the additives have strengthened asphalt mixture properties such as Marshall strength, ITS and Uniaxial compression strength. Furthermore, in the current research work,  artificial neural networks (ANN) are used to estimate the permeability of modified porous asphalt mixtures. Sensitivity analysis was discussed for the measurement of the importance of different input parameters. The laboratory experiments and proposed ANN model indicated that a new method can be developed for permeability control.
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粒状炉渣部分取代丁苯对多孔沥青强度性能的影响
本试验研究了用磨粒高炉渣部分取代丁苯乙烯(SBS)改性沥青和多孔沥青混合料的可行性。分别对对照沥青混合料和7种改性多孔沥青混合料进行了分析,并对其性能进行了比较。根据渗透试验、软化点、延性、马歇尔稳定性、间接抗拉强度(ITS)、湿敏感性、单轴压缩试验、孔隙率和渗透率对改性沥青和沥青混合料进行了评价。根据研究结果,GGBS和SBS的共混物可以用于改性多孔沥青混合料,因为它可以改善或不改变其性能。结果表明:掺加这些添加剂后,沥青的渗透性和延性降低,软化点增加,从而增强了沥青混合料的马歇尔强度、ITS强度和单轴抗压强度等性能。此外,在目前的研究工作中,使用人工神经网络(ANN)来估计改性多孔沥青混合料的渗透率。对不同输入参数重要性的测量进行了灵敏度分析。室内实验和提出的人工神经网络模型表明,可以开发一种新的渗透率控制方法。
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