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From virgin to recycled bitumen: A microstructural view

机译:从原始到再生沥青:微观结构观点

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摘要

In the present work, soft and hard bitumens recovered from unaged, aged and recycled asphalt concrete (AC) mixtures, which in laboratory tests performed mechanically as well as an AC mixture produced with virgin materials, were investigated regarding rheological, thermal and surface microstructural aspects. For comparison purposes, bitumen containing 50 wt% of virgin bitumen and 50 wt% of bitumen recovered from reclaimed asphalt pavement (RAP) was studied. Some properties of the bitumens remained unchanged throughout the preparation of the AC mixture, aging and recycling: Soft and hard bitumens retained their general rheological properties significantly, and their thermal and surface microstructural properties partially. Soft bitumens presented larger "bee" structures and, therefore, higher surface roughness, while hard bitumens presented smaller "bee" structures and, thus, lower surface roughness. Furthermore, soft bitumens seemed to contain higher crystalline-like content than hard bitumens. For the soft cases, the unaged recovered bitumen did not show the same characteristics (rheological and surface microstructure) as the virgin bitumen. Similarly the recovered recycled bitumen did not show the same characteristics (surface microstructure) as the bitumen prepared from the mixture of virgin bitumen and RAP bitumen. Aging of the AC mixture changed the rheological properties of the soft bitumen by increasing the complex modulus and decreasing the phase angle. Similarly, recycling changed the rheological properties by increasing the complex modulus and decreasing the phase angle. Compositional changes occurred during AC mixture preparation (possibly also aging and recycling) for both soft and hard bitumens. Consequently, more "phases" were observed on the surface microstructure for the. recovered bitumens as compared with the virgin bitumens. However, no significant trend was found for the surface microstructure characteristics between the unaged, aged and recycled recovered bitumens. Moreover, the nature of the virgin bitumen influenced the properties of the recycled recovered bitumen, e.g. the glass transition temperature. (C) 2015 Elsevier Ltd. All rights reserved.
机译:在目前的工作中,从流变学,热学和表面微观结构方面研究了从未老化,陈旧和再生的沥青混凝土(AC)混合物中回收的软沥青和硬沥青,这些混合物在实验室测试中以机械方式以及由原始材料生产的AC混合物进行了研究。 。为了进行比较,研究了从再生沥青路面(RAP)回收的沥青,其中沥青含量为50%(重量),沥青含量为50%(重量)。在制备AC混合物,老化和循环利用过程中,沥青的某些性质保持不变:软硬沥青显着保留了其一般的流变性质,而其热和表面微观结构则部分保留。软沥青具有较大的“蜂”结构,因此具有较高的表面粗糙度,而硬沥青具有较小的“蜂”结构,因此具有较低的表面粗糙度。此外,软沥青似乎比硬沥青含有更高的晶体状含量。对于软质情况,未老化的回收沥青未显示出与原始沥青相同的特征(流变学和表面微观结构)。类似地,回收的再生沥青与由原始沥青和RAP沥青的混合物制备的沥青没有表现出相同的特性(表面微观结构)。 AC混合物的老化通过增加复数模量和减小相角来改变软沥青的流变性。类似地,再循环通过增加复数模量和减小相角来改变流变性质。软沥青和硬沥青在交流混合料的制备过程中都会发生成分变化(可能还会老化和循环利用)。因此,在表面微观结构上观察到更多的“相”。与原始沥青相比回收的沥青。然而,未老化,老化和回收的沥青之间的表面微观结构特征没有发现明显的趋势。此外,原始沥青的性质影响了回收的回收沥青的性质,例如沥青。玻璃化转变温度。 (C)2015 Elsevier Ltd.保留所有权利。

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