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The effect of different aging conditions and strain levels on relationship between fatigue life of asphalt binders and mixtures

机译:不同老化条件和应变水平对沥青粘合剂疲劳寿命关系的影响及混合物

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Hardening, the most important cause of aging, can lead to different pavement failures. The first goal of the present research was to appraise the impact of different aging conditions and strain levels on fatigue behavior of asphalt binders and mixtures using frequency sweep, linear amplitude sweep (LAS), and four-point bending (4PB) fatigue tests. The second aim of this study was to assess the impact of aging on the correlation between fatigue life of asphalt binders and mixtures. The outcomes of the LAS test demonstrated that increasing the aging severity at low strain levels improved the asphalt binder fatigue life. However, aging reduced binders fatigue life when subjected under higher strain levels. The rheological master curves showed that aging had a remarkable influence on the viscoelastic characteristics of the binders at low-frequency ranges, and the aging influence on rheological characteristics of the binders decreased at high-frequency ranges. The polymer modified binders (PMB) performed better in terms of fatigue performance under higher loading frequencies and lower strain. However, by reducing the loading frequency and increasing the strain level, the degradation of the polymeric network led to a reduction in the fatigue performance of the PMB. The outcomes of the 4PB fatigue test indicated that aging reduced the fatigue life of neat and modified mixtures at high strain levels, while it had not any remarkable impact on the fatigue behavior of modified mixtures at low strains. The ANOVA analysis showed that aging and strain levels had a substantial influence on the fatigue life of asphalt mixtures with a significance level of 0.05. The correlation between the fatigue life of binders and mixtures demonstrated that applying aging on mixtures increases the accuracy and correlation coefficient between the fatigue life of binders and mixtures. (C) 2020 Elsevier Ltd. All rights reserved.
机译:硬化,最重要的老化原因,可以导致不同的路面故障。本研究的第一个目的是评估不同衰老条件和应变水平对沥青粘合剂和混合物的疲劳行为的影响,使用频率扫描,线性振幅扫描(LAS)和四点弯曲(4PB)疲劳试验。本研究的第二个目的是评估老化对沥青粘合剂和混合物疲劳寿命之间的相关性的影响。 LAS测试的结果表明,在低应变水平下提高老化严重程度改善了沥青粘合剂疲劳寿命。然而,在较高菌株水平下受到时,老化减少的粘合剂疲劳寿命。流变母曲线表明,老化对低频范围下粘合剂的粘弹性特性具有显着影响,并且在高频范围内降低了粘合剂的流变特性的老化影响。聚合物改性粘合剂(PMB)在较高负载频率和较低菌株下的疲劳性能方面表现较好。然而,通过减小装载频率并增加应变水平,聚合物网络的劣化导致PMB的疲劳性能降低。 4PB疲劳试验的结果表明,老化在高菌株水平下降低了整洁和改性混合物的疲劳寿命,而对低菌株的改性混合物的疲劳行为没有任何显着影响。 ANOVA分析表明,老化和应变水平对沥青混合物的疲劳寿命具有重要影响,其显着性水平为0.05。粘合剂和混合物的疲劳寿命之间的相关性证明,在混合物上施加老化增加了粘合剂和混合物的疲劳寿命之间的准确性和相关系数。 (c)2020 elestvier有限公司保留所有权利。

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