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Low temperature property and salt releasing characteristics of antifreeze asphalt concrete under static and dynamic conditions

机译:静态和动态条件下防冻沥青混凝土的低温性能和释盐特性

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摘要

This research reports the low temperature properties and salt releasing characteristics of antifreeze asphalt concrete (AFAC) under different moisture conditions, such as static condition (wetting-drying cycles), static loading and dynamic loading conditions. Therefore, low temperature bending test and conductivity test were carried out to estimate the performance of antifreeze asphalt concrete. Results show that the low-temperature properties and salt releasing characteristics of antifreeze asphalt concrete are affected by salt content, continuously immersion time, wetting-drying cycles, solution temperature and, as expected, loading condition. A static/dynamic loading and conductivity test system was developed to simulate the traffic flow on pavement in working condition. It is revealed that loading condition also influences the salt releasing characteristics, especially that the dynamic loading will enhance the salt dissolving in water. In AFACs, the salt location is divided into three zones which are related with the salt releasing characteristics. (C) 2015 Elsevier B.V. All rights reserved.
机译:这项研究报告了防冻沥青混凝土(AFAC)在不同湿度条件下的低温特性和盐分释放特性,例如静态条件(干湿循环),静态载荷和动态载荷条件。因此,进行了低温弯曲试验和电导率试验,以评估防冻沥青混凝土的性能。结果表明,防冻沥青混凝土的低温性能和盐分释放特性受盐含量,连续浸泡时间,润湿干燥周期,溶液温度以及预期的加载条件的影响。开发了静态/动态载荷和电导率测试系统,以模拟工作状态下人行道上的交通流量。结果表明,加载条件也会影响盐的释放特性,尤其是动态加载会增强盐在水中的溶解度。在AFAC中,盐的位置分为三个与盐释放特征有关的区域。 (C)2015 Elsevier B.V.保留所有权利。

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