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Evaluation of the hot mix asphalt compactability utilizing the impact compaction method

机译:利用冲击压实法评估热拌沥青的可压实性

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This study investigates possibility of utilizing an accelerometer to evaluate compactability of hot mix asphalt compacted with an impact hammer. For over 50 years Marshall Asphalt Mix Design has been the principal choice for the asphalt mix designers around the world. Although the United States has almost entirely moved to Superpave Mix Design, the rest of the world nations still choose the Marshall Method. The investigation was conducted with the accelerometer placed on the falling mass of the Marshall Hammer and acceleration data was stored and analyzed. Data obtained from the accelerometer was filtered and the asphalt mix response after each blow was analyzed. Results from the study showed that during impact compaction, a so-called locking point exists. This point is defined as the first blow when the peak acceleration and the impact time become stable. When this point is reached, further compaction has a noticeably lower effect on decreasing air void content, A Superpave Gyratory Compactor was used to confirm the results obtained with the impact hammer, and a correlation was established. (C) 2018 Elsevier Ltd. All rights reserved.
机译:这项研究调查了利用加速度计评估用冲击锤压实的热拌沥青的可压实性的可能性。五十多年来,马歇尔沥青混合料设计一直是全球沥青混合料设计者的主要选择。尽管美国几乎完全转向了Superpave Mix Design,但世界其他国家仍选择马歇尔方法。在加速度计放在Marshall Hammer下落的物体上的情况下进行了调查,并存储并分析了加速度数据。过滤从加速度计获得的数据,并分析每次冲击后的沥青混合料响应。研究结果表明,在冲击压实过程中,存在所谓的锁定点。该点定义为峰值加速度和冲击时间稳定时的第一击。当达到这一点时,进一步的压实对降低空气中的空隙含量具有明显的降低作用,使用Superpave回转压实机确认用冲击锤获得的结果,并建立相关性。 (C)2018 Elsevier Ltd.保留所有权利。

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