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Investigation of Acoustic Properties of Poroelastic Asphalt Mixtures in Laboratory and Field Conditions

机译:实验室条件下孔弹性沥青混合物声学特性研究

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摘要

Measures for the improvement of acoustic conditions in the vicinity of roads include the construction of pavement structures with low-noise surfaces with optimal macrotexture and the highest possible sound absorption coefficient. Laboratory evaluation of acoustic properties of a designed asphalt mixture before its placement in the pavement is a good solution. Currently, the most popular method for the determination of the sound absorption coefficient of various construction materials under laboratory conditions is the Kundt’s tube test. Sound absorption coefficient can also be assessed based on field and laboratory measurements performed using a Spectronics ACUPAVE System. Other parameters characterising the acoustic properties of road pavement courses include air void content and water drainability or permeability. The article presents an analysis of results of sound absorption coefficient obtained using a Spectronics ACUPAVE System and water drainability and permeability of poroelastic mixtures obtained both in laboratory and on test sections, in relation to air void content and grading of the mixtures. It was established that poroelastic mixtures containing an aggregate of maximum particle size of 5 mm are characterised by better acoustic properties than mixtures with a maximum aggregate particle size of 8 mm. Changes of crumb rubber aggregate grading and bitumen type (within the tested range of values) as well as the addition of lime have shown no evident influence on the sound absorption coefficient. Noise level values at the speed of 30 km/h according to the CPX method were measured as well. Relationships between sound absorption coefficient, water drainability/permeability, and air void content were determined. The performed analyses confirmed that Spectronics ACUPAVE System may be applied for evaluation of acoustic properties of asphalt mixtures in laboratory conditions, but further research is needed to reduce the uncertainty of the results.
机译:道路附近改善声学条件的措施包括具有低噪声表面的路面结构,具有最佳的Macrotexture和最高的音乐吸收系数。在路面放置之前设计沥青混合料的声学性质的实验室评价是良好的解决方案。目前,在实验室条件下确定各种建筑材料的吸音系数最受欢迎的方法是Kundt的管试验。也可以基于使用光谱acupave系统进行的现场和实验室测量来评估吸声系数。其他参数表征道路路面课程的声学特性,包括空隙含量和排水性或渗透性。本文介绍了使用光谱穴位系统获得的吸声系数的结果分析,并在实验室和试验部分中获得的孔弹性混合物的水排放性和渗透性,相对于空气空隙含量和混合物的分级。建立含有5mm的最大粒径的聚集体的孔隙弹性混合物的特征在于比具有8mm的最大粒径为8mm的混合物的声学性质。面包屑橡胶骨料分级和沥青型的变化(在测试范围内)以及添加石灰的添加对吸音系数没有明显的影响。根据CPX方法,还测量了30公里/小时的速度值的噪声水平值。测定吸音系数,排水性/渗透率和空隙含量之间的关系。所进行的分析证实,光谱穴位系统可以应用于实验室条件中沥青混合物的声学性质的评估,但需要进一步研究以降低结果的不确定性。

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