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Experimental investigation of the effect of asphalt binder modified with nanosilica on the rutting, fatigue and performance grade

机译:沥青粘合剂改性纳米菌粘合剂对车辙,疲劳和性能等级的实验研究

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摘要

This research was performed to investigate the effect of nano-silica on the asphalt binder performance grade, rutting, and fatigue. The rutting and fatigue performance was tested by Multiple Stress Creep and Recover (MSCR) and time sweep test. The low-temperature cracking was tested by Bending Beam Rheometer test (BBR). The results showed the good performance of nano-silica in high and intermediate temperatures. The results of MSCR test show better performance in rutting and recovery as a result of the elastomeric property of nano-silica even in high temperatures. Nano-silica had a negative effect on the low performance grade of asphalt binder. The addition of nano-silica to asphalt binder increased the fatigue life up to 2.8 times. The Fourier transform infrared spectroscopy (FTIR) analysis was used for chemical analysis.
机译:进行该研究以研究纳米二氧化硅对沥青粘合剂性能等级,车辙和疲劳的影响。 通过多重应力蠕变和恢复(MSCR)和时间扫描试验来测试Rutting和疲劳性能。 通过弯曲光束流变仪测试(BBR)测试低温裂缝。 结果表明纳米二氧化硅在高中和中间温度下的良好性能。 MSCR试验的结果表明,由于纳米二氧化硅的弹性体,即使在高温下也表现出更好的性能。 纳米二氧化硅对沥青粘合剂的低性能等级具有负面影响。 将纳米二氧化硅加入沥青粘合剂增加疲劳寿命高达2.8倍。 傅里叶变换红外光谱(FTIR)分析用于化学分析。

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