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Effect of bitumen characteristics obtained according to EN and Superpave specifications on asphalt mixture performance in low-temperature laboratory tests

机译:在低温实验室测试中,根据EN和Superpave规范获得的沥青特性对沥青混合料性能的影响

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The paper aims to identify those characteristics of bitumen which have the greatest impact on asphalt mixture low-temperature performance. It was observed that stiffness and m-value of bitumen from BBR test were moderately related to stiffness and m-value of asphalt mixture obtained from 3 PB test. Simultaneously those rheological properties significantly impact on cryogenic stresses induced during TSRST test. The multiple regression model was developed and it implied that mixture failure temperature depends both on rheological properties, brittle fracture and content of bitumen, what means that only comprehensive assessment of bitumen properties enables reasonable assessment of its low-temperature performance. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文旨在确定对沥青混合料低温性能影响最大的沥青特征。观察到,BBR试验得到的沥青的刚度和m值与3PB试验得到的沥青混合料的刚度和m值有适度的相关性。同时,这些流变性质显着影响在TSRST测试过程中引起的低温应力。建立了多元回归模型,表明混合破坏温度既取决于流变性质,脆性断裂又包括沥青的含量,这意味着只有对沥青性质进行综合评估才能合理评估其低温性能。 (C)2019 Elsevier Ltd.保留所有权利。

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