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Investigating the rheological properties of crumb rubber modified bitumen and its correlation with temperature susceptibility

机译:研究胶粉改性沥青的流变性质及其与温度敏感性的关系

摘要

There is substantial evidence on the advantages of using crumb rubber in enhancing conventional bitumen properties, gaining environmental protection and boosting industrial-economical benefits. Thus, the use of this ingenious additive in bitumen modification through sustainable technology is highly advocated.The main objective of this research is to investigate the effects of different blending conditions (of time and temperature) and various crumb rubber contents on the properties of bitumen binders. Testing was conducted using the Dynamic shear rheometer (DSR) test and softening point test. The results showed that differing crumb rubber contents and blending temperature have significant effects on modified binder properties whereas the blending time showed an insignificant effect. Higher blending temperature and crumb rubber content were found to influence the interaction of bitumen-rubber blends and also increased the swelling rate of rubber particles, resulting in an increase in complex shear modulus (G*), storage modulus (G'), loss modulus (G") and softening point as well as a decrease in phase angle (δ). Thus, the modified bitumen became less susceptible to deformation after stress removals. The study also presented a considerable relationship between rheological parameters (G*, G', G' and δ) and softening point in terms of predicting physical-mechanical properties regardless of blending conditions. Thus, in terms of elasticity for the softening point data, the storage modulus and phase angle were found to be good indicators of binder elasticity. When softening point is made available, a prediction about binder ability to recover its original shape after stress removals can be done.
机译:有大量证据表明,使用粒状生胶可以增强传统的沥青性能,获得环境保护和提高工业经济效益。因此,强烈建议通过可持续技术在沥青改性中使用这种独创性添加剂。本研究的主要目的是研究不同掺混条件(时间和温度)和各种胶粒含量对沥青粘合剂性能的影响。 。使用动态剪切流变仪(DSR)测试和软化点测试进行测试。结果表明,不同的碎胶含量和共混温度对改性粘合剂性能有显着影响,而共混时间则无显着影响。发现较高的共混温度和碎橡胶含量会影响沥青-橡胶共混物的相互作用,并且还会增加橡胶颗粒的溶胀率,从而导致复数剪切模量(G *),储能模量(G'),损耗模量增加(G”)和软化点以及相角(α)的减小。因此,改性沥青在应力去除后变得不易变形。研究还提出了流变参数(G *,G' ,G'和γ)和软化点,无论混合条件如何,均能预测物理机械性能,因此,就软化点数据的弹性而言,储能模量和相角是粘合剂弹性的良好指标当提供软化点时,可以进行有关去除应力后粘合剂恢复其原始形状的能力的预测。

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    Mashaan N.S.; Karim M.R.;

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  • 年度 2013
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