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Simulation of wheel tracking test for asphalt mixture using discrete element modelling

机译:基于离散元建模的沥青混合料车轮跟踪试验仿真

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This study investigated the simulation of wheel tracking test and the high-temperature rutting behaviour of an asphalt mixture by using the discrete element method (DEM). Based on the DEM software named as Particle Flow Code in three dimensions (PFC3D), a micromechanical model of an asphalt mixture composed of coarse aggregates, asphalt mastic, and air voids was built and a two-dimensional virtual wheel tracking test was simulated. Based on the virtual wheel tracking test, the distribution of displacement and contact forces within test specimen were analysed. It is proved that the built virtual wheel tracking test can capture the rutting deformation caused by the combination of densification and lateral flow deformation. It is also indicated that, within an asphalt mixture, the aggregate skeleton is the main bearing body for the compressive forces, while the compressive and tensile forces between aggregate and mastic are severer than that within asphalt mastic. It is important to guarantee the stability of the aggregate skeleton and the bonding strength between aggregate and asphalt mastic to resist rutting deformation.
机译:本研究使用离散元方法(DEM)研究了车轮跟踪测试的模拟以及沥青混合料的高温车辙行为。基于称为三维三维颗粒流代码(PFC3D)的DEM软件,建立了由粗骨料,沥青胶泥和气孔组成的沥青混合料的微机械模型,并进行了二维虚拟车轮跟踪测试。基于虚拟车轮跟踪测试,分析了试样中位移和接触力的分布。实践证明,所建立的虚拟车轮跟踪试验能够捕捉到致密化和侧向流动相结合而引起的车辙变形。还表明,在沥青混合物中,骨料骨架是压力的主要承载体,而骨料和乳香之间的压缩和拉伸力比沥青乳胶中的更大。重要的是要确保骨料骨架的稳定性以及骨料与沥青胶泥之间的粘结强度以抵抗车辙变形。

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