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Evaluation of Fatigue and Rutting Behavior of Asphalt Binder Containing Warm Additive

机译:含热添加剂的沥青粘结剂的疲劳和车辙行为评价

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摘要

In this research study, Sasobit as warm additive was used to modify original binder (60/70 penetration grade). The binder fatigue and rutting performance was evaluated through linear amplitude sweep (LAS) and multiple stress creep and recovery test, respectively. Results indicated that 3% Sasobit modified binder has the highest percent recovery value and the lowest J(nr) value, but had the highest sensitivity to a sudden increase in the stress level inside the asphalt mixture. The LAS test results demonstrated that the fatigue behavior of asphalt binders modified with 1% Sasobit is the highest one.
机译:在本研究中,使用Sasobit作为热添加剂来改性原始粘合剂(渗透等级为60/70)。粘合剂的疲劳和车辙性能分别通过线性振幅扫描(LAS)和多次应力蠕变和恢复测试进行评估。结果表明,3%的Sasobit改性粘合剂具有最高的百分采收率值和最低的J(nr)值,但对沥青混合料内部应力水平突然升高的敏感性最高。 LAS测试结果表明,用1%Sasobit改性的沥青粘合剂的疲劳性能最高。

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