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Evaluation of the effects of gyratory and field compaction on asphalt mix internal structure

机译:旋转和现场压实对沥青混合料内部结构的影响评估

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摘要

This study investigates the effect of gyratory and field compaction on the internal structure of asphalt mixtures. For this purpose, three new full-scale pavement test sections with different HMA mixes were selected for sampling loose material and field cores. Loose material was compacted using the gyratory compactor and adjusting several parameters, namely the gyration angle, compaction temperature and specimen geometry. Internal structure of the gyratory and field compacted specimens was quantified in terms of the aggregate contact points, orientation and segregation by means of 2-D image analysis. From the laboratory investigation it was demonstrated that the gyration angle and specimen geometry significantly affected the internal structure. The results also indicated that the field compaction produced similar internal structure in asphalt pavements and, especially, compaction with gyration angle of 1.45(o) best simulated the internal structure of field cores.
机译:这项研究调查了旋转和现场压实对沥青混合料内部结构的影响。为此,选择了三个具有不同HMA混合物的新的全尺寸路面测试段,以对松散的材料和现场岩心进行采样。使用旋转压实机并调节几个参数,即回转角,压实温度和样品几何形状,将松散的材料压实。通过二维图像分析,根据聚集的接触点,取向和偏析对旋回和实地压实样品的内部结构进行了定量。通过实验室研究证明,旋转角度和样品几何形状显着影响内部结构。结果还表明,现场压实在沥青路面中产生了相似的内部结构,尤其是旋转角为1.45(o)的压实最好地模拟了现场岩心的内部结构。

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