首页> 外文会议>Conference on health monitoring of structural and biological systems >Effects of Asphalt Rejuvenator on Thermal and Mechanical Properties on Oxidized Hot Mixed Asphalt Pavements
【24h】

Effects of Asphalt Rejuvenator on Thermal and Mechanical Properties on Oxidized Hot Mixed Asphalt Pavements

机译:沥青再生剂对氧化混合沥青路面热力学性能的影响

获取原文

摘要

The utilization of asphalt rejuvenator, and its effectiveness for restoring thermal and mechanical properties was investigated via Disk-shaped Compact Tension (DC(T)) and acoustic emission (AE) testing for determining mechanical properties and embrittlement temperatures of the mixtures. During the DC(T) testing the fracture energies and peak loads were used to measure the resistance of the rejuvenated asphalt to low temperature cracking. The AE testing monitored the acoustic emission activity while the specimens were cooled from room temperature to -40 °C to estimate the temperature at which thermal cracking began (i.e. the embrittlement temperature). First, a baseline response was obtained by obtaining the mechanical and thermal response of virgin HMA samples and HMA samples that had been exposed to oxidative aging for 36 hours at 135°C. The results showed the virgin samples had much higher peak loads and fracture energies than the 36 hours aged samples. Acoustic Emission showed similar results with the virgin samples having embrittlement temperatures 10 °C cooler than the 36 hours aged specimens. Then, overaged for 36 hours specimens were treated different amounts of rejuvenator (10%, 15%, and 20% by weight of binder content) and left to dwell for increased amount of time periods varying from one to eight weeks. It was observed that the AE results showed an improvement of embrittlement temperature with increasing with the dwell times. The 8 weeks specimens had cooler embrittlement temperatures than the virgin specimens. Finally, the low temperature effects on fracture energy and peak load of the rejuvenated asphalt was investigated. Rejuvenator was applied (10% by weight of binder) to specimens aged 36 hours at 135 °C, and the dwell time was varied from 1 to 4 weeks. The results showed that the peak loads were restored to levels of the virgin specimens, and the fracture energies improved to levels beyond that of the virgin specimens. The results also showed a general trend of improvement for the AE testing of the embrittlement temperature.
机译:通过盘形紧凑张力(DC(T))和声发射(AE)测试来确定混合物的机械性能和脆化温度,研究了沥青再生剂的利用及其恢复热和机械性能的有效性。在DC(T)测试期间,断裂能和峰值载荷用于测量再生沥青对低温开裂的抵抗力。当样品从室温冷却到-40°C时,声发射测试监测声发射活动,以估计热裂开始的温度(即脆化温度)。首先,通过获得原始HMA样品和已在135°C氧化老化36小时的HMA样品的机械和热响应来获得基线响应。结果表明,原始样品具有比36小时时效样品更高的峰值载荷和断裂能。对于原始样品,其脆化温度比36小时老化的样品低10°C,声发射显示出相似的结果。然后,对老化了36小时的样品进行不同量的嫩肤剂(粘合剂含量按重量计分别为10%,15%和20%)进行处理,并放置1到8周不等的时间。观察到,AE结果表明脆化温度随停留时间的增加而改善。 8周的标本比原始标本具有更低的脆化温度。最后,研究了低温对再生沥青的断裂能和峰值载荷的影响。在135°C下老化36小时的样品上涂上嫩肤剂(按重量计10%的粘合剂),保压时间为1-4周。结果表明,峰值载荷恢复到原始样品的水平,并且断裂能提高到超过原始样品的水平。结果还显示了脆化温度的AE测试的总体改善趋势。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号