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Assessment of the density and moisture content of asphalt mixtures of road pavements

机译:评估公路路面沥青混合料的密度和含水量

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Distresses on asphalt pavements are associated to the traffic and moisture both in asphalt and granular layers. The traffic on road pavements is responsible by the occurrence of cracks that promote the pavement failure. The quality of the asphalt mixes, measured by its density, is an important factor to ensure the integrity of the pavements. The water in pavement surface decreases the driving comfort and reduces the asphalt-aggregate bond leading to the degradation of the asphalt materials. Thus, this paper uses Ground Penetrating Radar (GPR) tests to assess density and moisture content on asphalt mix slabs. Six asphalt mixes were produced in laboratory with the same aggregate gradation and asphalt type, varying the binder content (4.0, 5.0 and 6.0%) and the air-void content (from 3.7% up to 16.9%). For the assessment of the moisture content, each mix was tested with 5, 10, 20 and 40% of the air-void volume filled with water. The effect of the water on GPR results was performed after the sprinkling of the water and 24 h after the water application. Results show that the density of the asphalt mixes can be well predicted by the Complex Refractive Index Model while the presence of water is not easy to identify due to the connectivity of the air-voids inside the asphalt mixes. (C) 2017 Elsevier Ltd. All rights reserved.
机译:沥青路面的破损与沥青和颗粒层的交通和水分有关。路面上的交通是由导致路面破坏的裂缝引起的。沥青混合料的质量(通过密度来衡量)是确保路面完整性的重要因素。路面中的水会降低驾驶舒适性并减少沥青与骨料的粘结,从而导致沥青材料的降解。因此,本文使用探地雷达(GPR)测试来评估沥​​青混合料板上的密度和含水量。在实验室中生产了六种沥青混合料,它们具有相同的骨料级配和沥青类型,改变了粘合剂含量(4.0%,5.0%和6.0%)和空隙率(从3.7%到16.9%)。为了评估水分含量,将每种混合物分别用5%,10%,20%和40%的空隙体积充满水进行测试。在洒水后和加水后24小时,进行水对GPR结果的影响。结果表明,可通过复合折射率模型很好地预测沥青混合料的密度,而由于沥青混合料内部气孔的连通性,不易识别水的存在。 (C)2017 Elsevier Ltd.保留所有权利。

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