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添加抗结剂的水和道路盐对用于路面的特定混合料刚度的影响

The Impact of Water and Road Salt with Anti-Caking Agent on the Stiffness of Select Mixes Used for the Road Surface.

作者信息

Mackiewicz Piotr, Mączka Eryk

机构信息

Faculty of Civil Engineering, Wrocław University of Science and Technology, 50-370 Wrocław, Poland.

出版信息

Materials (Basel). 2021 Mar 10;14(6):1345. doi: 10.3390/ma14061345.

DOI:10.3390/ma14061345
PMID:33802128
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC8001729/
Abstract

An original experimental method was used to investigate the influence of water and road salt with anti-caking agent on the material used in pavement construction layers. This method allowed for monitoring material changes resulting from the influence of water and road salt with anti-caking agent over time. The experiment used five different mineral road mixes, which were soaked separately in water and brine for two time intervals (2 days and 21 days). Then, each sample of the mix was subjected to tests of the complex module using the four-point bending (4PB-PR) method. The increase in mass of the soaked samples and the change in value of the stiffness modulus were analyzed. Exemplary tomographic (X-ray) imaging was performed to confirm the reaction of the road salt and anti-caking agent (lead agent) with the material. Based on measurements of the stiffness modulus and absorption, the correlations of the mass change and the value of the stiffness modulus were determined, which may be useful in estimating the sensitivity of mixes to the use of winter maintenance agents-e.g., road salt with anti-caking agent (sodium chloride). It was found that the greatest changes occur for mixes intended for base course layers (mineral cement mix with foamed asphalt (MCAS) and mineral-cement-emulsion mixes (MCE)) and that the smallest changes occur for mixes containing highly modified asphalt (HIMA).

摘要

采用一种原创的实验方法来研究水和添加抗结块剂的道路盐对路面结构层所用材料的影响。该方法能够监测水和添加抗结块剂的道路盐随着时间推移所产生的材料变化。实验使用了五种不同的矿物道路混合料，分别在水和盐水中浸泡两个时间间隔（2天和21天）。然后，对每种混合料样本采用四点弯曲（4PB-PR）法进行复模量测试。分析了浸泡样本的质量增加情况以及刚度模量值的变化。进行了示例性断层扫描（X射线）成像，以确认道路盐和抗结块剂（铅剂）与材料的反应。基于刚度模量和吸收率的测量，确定了质量变化与刚度模量值之间的相关性，这对于评估混合料对冬季养护剂（如添加抗结块剂的道路盐（氯化钠））使用的敏感性可能有用。研究发现，用于基层的混合料（矿物水泥与泡沫沥青混合料（MCAS）和矿物水泥乳液混合料（MCE））变化最大，而含高度改性沥青（HIMA）的混合料变化最小。

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