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Use of Ground Penetrating Radar measurement combined to resistivity measurement for characterization of the concrete moisture

机译:使用地面穿透雷达测量结合电阻率测量,以表征混凝土水分

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Durability of concrete structures is mainly affected by the corrosion, because corrosion causes extensive damages inside the structure and loss of structural integrity of the material. Basically, the cause of corrosion appearance is contact the reinforcement with water and chlorides, therefore the durability of concrete varies the facility of penetrating of water and chemical agents into concrete. To service the existing concrete structures in order to embalm their durability means to measure water penetrability and water content thereto. In this context the non-destructive techniques of testing structures play promising role, especially the techniques based on electromagnetic waves. Mainly the radar waves emitted by Ground Penetrating Radar (GPR) are very sensitive to water content of the medium through which they propagate. The paper presents great potential of the radar measurement combined with resistivity measurement for the characterization of potential concrete corrosion in an early stage. Two laboratory experiments were performed. First one was performed in order to study the GPR capacity to assess the changing of water content in the concrete samples. Two samples were prepared, one with reinforcement and one without. At the beginning of the test the samples were completely saturated. Then measurement were carried out during 2 months in order to observe the relationship between saturation degree of the concrete and the direct waves amplitude, the propagation velocity of the radar waves, as well as the dielectric permittivity and the resistivity of concrete. It was observed a great agreement between the parameters of the radar waves and concrete moisture. Next experiment were conducted to study the capacity of GPR to assess the water penetrability in hardened concrete. For this purpose concrete specimen was dried in an oven. The specimen had inside the sensors which had been measured the water content. Right after drying the sample had been put into the water and then GPR measurement were acquired. The results shown that there is a link between analyzed wave parameters and the waterfront advance.
机译:混凝土结构的耐久性主要受到腐蚀的影响,因为腐蚀导致材料内部的结构和损失损失的材料。基本上,腐蚀外观的原因是用水和氯化物接触加强件,因此混凝土的耐久性变化了水和化学试剂渗透到混凝土中的设施。为了使现有的混凝土结构用于抵御其耐久性意味着,以测量水渗透性和水含量。在这种情况下,测试结构的非破坏性技术起着有前途的作用,特别是基于电磁波的技术。主要是由地面穿透雷达(GPR)发射的雷达波对它们传播的介质的含水量非常敏感。本文介绍了雷达测量的巨大潜力,所述电阻测量与早期潜在混凝土腐蚀表征的电阻率测量相结合。进行了两个实验室实验。首先进行,以研究GPR能力来评估混凝土样品中的水含量的变化。制备两种样品,一种含有增强物和一个没有。在测试开始时,样品完全饱和。然后在2个月内进行测量,以观察混凝土饱和度和直接波幅度之间的关系,雷达波的传播速度以及混凝土的介电介电常数和电阻率。它观察到雷达波浪和混凝土水分的参数之间的一致意见。进行下一次实验,以研究GPR以评估硬化混凝土中的水渗透性。对于此目的,将混凝土样品在烘箱中干燥。样本在传感器内部已经测量了水含量。在干燥后,将样品放入水中,然后获得GPR测量。结果表明,分析波参数和江边前进之间存在链路。

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