Evaluating the elastic recoverability of bitumen during ageing process

Jiayao Liu, Yongping Hu, Anand Sreeram
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Abstract

This study systematically evaluated the elastic recoverability of bitumen during laboratory ageing processes. Two types of unmodified (neat) bitumen and one type of SBS polymer modified bitumen (PMB) were employed in this study. The monotonic elastic recovery measured by a DSR at a consistent shear rate of 2.315 s-1, the binder yield energy, and the multiple stress creep and recovery (MSCR) tests were carried out. Based on the results, it was seen that the elastic recoverability of neat bitumen increased continuously with ageing degrees, while it increased then decreased for PMB due to the simultaneous physical hardening and polymer degradation. Different testing methods generally showed consistent trends and strong correlations. The MSCR test was identified to be inappropriate for characterising the elastic recoverability of PMB, as the nine-second recovery period was insufficient for PMB to fully recover.

老化过程中沥青弹性恢复性能的评价
本研究系统地评估了沥青在实验室老化过程中的弹性可恢复性。采用两种未改性(纯)沥青和一种SBS聚合物改性沥青(PMB)进行了研究。在剪切速率为2.315 s-1的条件下,用DSR测量了复合材料的单调弹性回复率、粘结剂屈服能和多重应力蠕变与恢复(MSCR)试验。结果表明,纯沥青的弹性可恢复性随着老化程度的增加而不断增大,而PMB的弹性可恢复性由于物理硬化和聚合物降解同时发生而先增大后减小。不同的测试方法普遍表现出一致的趋势和强相关性。MSCR测试被认为不适合表征PMB的弹性恢复能力,因为9秒的恢复时间不足以使PMB完全恢复。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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