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Dynamic characteristics of 100% cold recycled asphalt mixture using asphalt emulsion and cement

机译:沥青乳化剂和水泥组成的100%冷再生沥青混合料的动力特性

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This paper aims at investigating the dynamic characteristics of 100% cold recycled asphalt mixture using asphalt emulsion (CRME) and cement. Firstly, dynamic modulus and phase angle of CRME are studied at different curing times. Then, creep and relaxation of CRME are also studied to determine its response at service condition with higher temperature. Lastly, fatigue life of CRME is evaluated in pavement structure and the fracture interface microstructure of CRME is observed by Scanning Electron Microscopy (SEM). The results indicate that CRME is a viscoelastic material and has time-temperature dependence effect both in its early-stage and fully cured stage. The viscoelastic of CRME is significantly weaker than that of HMA. CRME can be depicted by Burgers model and has excellent ability to resist permanent deformation at 60 degrees C. Fatigue life of CRME is only 1/5-1/10 of ordinary asphalt mixture at high strain, but which still meets the requirement for special heavy traffic (> 25,000,000 cycle/track) in road structure. The difference of CRME and HMA in dynamic properties and fatigue life is explained by its internal microstructure. This research may help to better understand the materials property of CRME and benefit to the application of CRME in higher layer of asphalt pavement. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文旨在研究使用沥青乳液(CRME)和水泥的100%冷再生沥青混合料的动力特性。首先,研究了不同固化时间下CRM的动态模量和相角。然后,还研究了CRME的蠕变和松弛,以确定其在高温条件下的响应。最后,在路面结构中评估了CRME的疲劳寿命,并通过扫描电子显微镜(SEM)观察了CRME的断裂界面微观结构。结果表明CRME是一种粘弹性材料,在早期和完全固化阶段均具有时​​间-温度依赖性。 CRME的粘弹性明显弱于HMA。 CRME可以用Burgers模型描绘,并且在60摄氏度时具有出色的抵抗永久变形的能力。CRME的疲劳寿命仅为高应变下普通沥青混合料的1 / 5-1 / 10,但仍满足特殊重质沥青的要求。道路结构中的流量(> 25,000,000个周期/轨道)。 CRME和HMA在动态特性和疲劳寿命方面的差异由其内部微观结构来解释。这项研究可能有助于更好地了解CRME的材料特性,并有利于CRME在沥青路面较高层中的应用。 (C)2017 Elsevier Ltd.保留所有权利。

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