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Hot mix asphalt (HMA) moisture susceptibility analysis: material loss to mechanical properties

机译:热拌沥青(HMA)湿气敏感性分析:材料损失到机械性能

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摘要

Numerous studies have been conducted to identify moisture sensitive mixes during mix design by simulating variousmechanisms of moisture damage. These methods involve the determination of changes in strength or stiffness of asphaltmixes due to moisture conditioning. The objective of this study is to understand the coupled problem of moisture inducedmaterial loss and change in strength/stiffness of the mix. Moisture Induced Stress Tester was used for conditioning samplesof a poor and a good performing mixes. This test applies cyclic pressures in the asphalt mix samples through repeatedpulses of water. The effluent containing aggregates and binder that were dislodged from the samples during the moistureconditioning process were collected for testing. Both coated and uncoated/fractured aggregates were found in the effluent.The results indicated that the samples with a higher loss of asphalt binder compared to other samples in the investigationduring conditioning may exhibit higher tensile strengths, and those with a loss of finer materials, which is indicativeof aggregate breakdown, show a lower tensile strength. Both seismic modulus and indirect tensile strength tests werefound to be able to differentiate the poor and good performing mixes. For the mixes used in this study, the rate of changein indirect tensile strength during moisture conditioning was found to be strongly correlated to the pre-conditioningmodulus of the mix, and a method is suggested for using the threshold values of properties of pre-conditioning mixes fordifferent durations of moisture conditioning during mix design to screen poor mixes in a fast and nondestructive manner.
机译:为了模拟混合物中的水分敏感性混合物,已经进行了大量研究,以模拟各种水分破坏的机理。这些方法涉及确定沥青强度或刚度的变化由于调湿而混合。这项研究的目的是了解水分引起的耦合问题材料损失以及混合物强度/刚度的变化。水分诱导应力测试仪用于处理样品表现差劲的人该测试通过反复施加沥青混合料样品中的循环压力水脉冲。在潮湿期间从样品中排出的含有聚集体和粘合剂的废水收集调节过程以进行测试。在废水中发现有涂层和未涂层​​/破裂的聚集体。结果表明,与其他样品相比,沥青粘合剂损失较高的样品在调理过程中可能表现出较高的抗张强度,而那些失去了较细的材料,这是指示性的骨料分解的抗张强度降低。地震模量和间接拉伸强度测试均被发现能够区分不良和良好表现的组合。对于本研究中使用的混合物,变化率水分调节过程中的间接拉伸强度被发现与预处理有关混合物的模量,并建议一种方法使用预调节混合物的特性阈值混合料设计中水分调节的持续时间不同,可以快速,无损地筛分不良混合料。

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