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Evaluation of pore structure and its influence on permeability and moisture damage in asphalt concrete

机译:沥青混凝土的孔结构评价及其对渗透性和水分破坏的影响

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摘要

This study evaluates the pore structure of asphalt concrete (AC) samples by measuring the different components of pore space and their contributions to permeability and moisture damage. Three components of the total pore space namely permeable, dead-end and isolated pores are quantified using tracer test, which is a combination of permeameter and salt concentration measuring meter. Permeable pores become impermeable if an AC sample is compacted below 5% air voids. Permeable pores increase with an increase in sample radius. It is observed from this study that the permeable pore has a good correlation with permeability, whereas total pore shows a poor correlation with permeability. The effects of permeable and dead-end pores on moisture damage of asphalt concrete are evaluated using a moisture induced sensitivity testing device and the AASHTO T 283 method. It is observed that permeable and dead-end pores do not contribute to moisture damage of AC samples.
机译:这项研究通过测量孔隙空间的不同组成及其对渗透性和水分破坏的贡献,评估了沥青混凝土(AC)样品的孔隙结构。使用示踪剂测试定量了总孔隙空间的三个组成部分,即可渗透的孔隙,​​死角的孔隙和孤立的孔隙,这是渗透率仪和盐浓度测量仪的组合。如果将AC样品压实在5%的空隙以下,则可渗透的孔将变得不可渗透。渗透孔随着样品半径的增加而增加。从该研究中观察到,可渗透孔与渗透率具有良好的相关性,而总孔与渗透率的相关性较差。使用水分诱导敏感性测试设备和AASHTO T 283方法评估渗透性孔和死角孔对沥青混凝土水分破坏的影响。可以观察到,渗透性孔和死角孔对AC样品的水分破坏没有贡献。

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