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Enhancement effect of the aggregate particles on the low-temperature cracking resistance of the asphalt mortar

机译:骨料颗粒对沥青砂浆低温开裂电阻的增强效应

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On the mesoscale, the aggregate which is a particle-reinforced material, plays an important role in improving the mechanical properties of the pavement material. To study the enhancement effect of the aggregate particles on the low-temperature crack resistance of the asphalt mortar, the asphalt mortar specimens using the aggregate with different particle sizes were formed by applying the static pressure. The indirect tensile test (IDT) was carried out to analyze the enhancement effect of the aggregate particles. Also, the pre-cracked asphalt mortar specimens prepared by the waterjet cutting technology were used for IDT. IDT was combined with the extended finite element method (XFEM) to analyze the influence of the initial configuration of the crack on the enhancement effect of the aggregate particles against the low-temperature cracking resistance and the configuration resultant force at the crack tip. It was observed that, under the low-temperature, the aggregate with different particle sizes could suppress the initiation of cracks in the asphalt mortar with different degrees. As a result, an increase in the low temperature cracking resistance of the asphalt mortar depended on the particle size of the aggregate. The low-temperature cracking resistance of the asphalt mortar significantly decreased with an increase in the initial crack length. The aggregate could suppress such adverse effect of the initial crack length on the low-temperature cracking resistance of the asphalt mortar to a certain extent. On the other hand, as the initial deflection angle of the crack increased, the enhancement effect of the aggregate on the low temperature cracking resistance of the asphalt mortar gradually weakened. But when the initial deflection angle was larger than 45 degrees, this weakening trend was mitigated due to the & lsquo;crack shielding effect & rsquo; among branch cracks.(c) 2021 Elsevier Ltd. All rights reserved.
机译:在尺度,这是颗粒 - 增强的材料的聚集体,对提高路面材料的机械性能具有重要作用。为了研究的沥青砂浆的低温抗龟裂性的聚集体颗粒的增强效果,使用具有不同颗粒尺寸的集料的沥青砂浆试样通过施加静压力形成的。间接拉伸试验(IDT)进行分析骨材粒子的增强效果。此外,通过水射流切割技术制备的预裂化沥青砂浆试样用于IDT。 IDT用扩展有限元法(XFEM)组合以分析关于对低温的聚集体颗粒在裂纹尖端开裂性和配置合力的增强效果的裂纹的初始配置的影响。据观察,中,低的温度下,具有不同粒度的聚集体能够抑制与不同程度沥青砂浆裂纹的开始。其结果是,增加了沥青砂浆的低温开裂性依赖于聚集体的粒径。沥青砂浆的低温裂纹性的增加初始裂纹长度显著降低。聚集体可以抑制在低温裂纹在一定程度上的沥青砂浆的电阻的初始裂纹长度的这样的不利影响。在另一方面,随着裂纹的初始偏转角增大时,集料上的低温开裂沥青砂浆的阻力增强效果逐渐减弱。但是,当初始偏转角为大于45度,这减弱趋势减轻由于&lsquo的;裂纹屏蔽效果&rsquo的;分支裂缝中。(C)2021 Elsevier公司保留所有权利。

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