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Impact of the Ageing on Viscoelastic Properties of Bitumen with the Liquid Surface Active Agent at Operating Temperatures

机译:衰老对沥青与液体表面活性剂在工作温度下的粘弹性的影响

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The paper presents the influence of the ageing on viscoelastic properties of the bitumen at road pavement operating temperatures. The ageing process of bituminous binders causes changes in physical and mechanical properties of the bitumen. This phenomenon takes place in all stages of bituminous mixtures manufacturing, namely: mixing, storage, transport, placing. Nevertheless, during the service life it occurs the increase in stiffness of asphalt binder that is caused by the physical hardening of bitumen as well as the influence of oxidation. Therefore, it is important to identify the binder properties at a high and low operating temperatures of asphalt pavement after simulation of an ageing process. In the experiment as a reference bitumen, the polymer modified bitumen PMB 45/80-65 was used. The liquid surface active agent FA (fatty amine) was used as a bitumen viscosity-reducing modifier. It was added in the amount of 0,2%, 0,4% and 0,6% by the bitumen mass. All binder properties have been determined before ageing (NEAT) and after long-term ageing simulated by the Pressure Ageing Vessel method (PAV). To determine the binder properties at high temperatures the dynamic viscosity at 60°C was tested. On the basis of test results coming from the dynamic viscosity test it was calculated the binder hardening index. The properties at a low temperature were determined by measuring the creep modulus using Bending Beam Rheometer (BBR) at four temperatures: -10°C, -16°C, -22°C and -28°C. The stiffness creep modulus "S" and parameter "m" were determined. On the basis of dynamic viscosity test it was found that the ageing process caused a slight decrease in a dynamic viscosity. The level of a hardening index considerably increased at 0.6% fatty amine content. The long-term ageing process had a minor effect on stiffening of a polymer modified bitumen with FA additive regardless of a low temperature and an amount of fatty amine content.
机译:本文介绍了老化对道路路面工作温度沥青粘弹性性质的影响。沥青粘合剂的老化过程导致沥青的物理和力学性质的变化。这种现象发生在沥青混合物制造的所有阶段,即:混合,储存,运输,放置。然而,在使用寿命期间,它发生由沥青的物理硬化引起的沥青粘合剂的刚度增加以及氧化的影响。因此,重要的是在模拟老化过程后识别沥青路面的高和低操作温度的粘合剂性能。在实验中作为参考沥青,使用聚合物改性的沥青PMB 45 / 80-65。液体表面活性剂Fa(脂肪胺)用作沥青粘度还原改性剂。通过沥青质量加入0.2%,0.4%和0.6%的量。在老化(整洁)和通过压力老化容器方法(PAV)模拟的长期老化之后,所有粘合剂特性已经确定。为了确定高温下的粘合剂性能,测试了60℃的动态粘度。根据来自动态粘度试验的测试结果,计算粘合剂硬化指数。通过使用弯曲光束流变仪(BBR)在四温度下测量蠕变模量来测定低温下的性质:-10℃,-16℃,-22℃和-28℃。确定刚度蠕变模量“S”和参数“M”。在动态粘度试验的基础上发现,老化过程导致动态粘度的略微降低。硬化指数的水平在0.6%脂肪胺含量下显着增加。无论低温和脂肪胺含量的低温和量,长期老化过程对具有FA添加剂的聚合物改性沥青的次要效果很小。

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