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Identifying Concrete Deterioration using Ground Penetrating Radar Technology

机译:使用探地雷达技术识别混凝土劣化

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Ground penetrating radar (GPR) is a widely utilized method for investigating the internal structure of materials. A few of the common GPR applications include locating buried objects in soil, locating structural reinforcement (this would include rebar, tension cables, etc...) in concrete, and determining the thickness of asphalt on roadways. The fact that rebar can readily be imaged using GPR led to an investigation of the feasibility of using GPR for locating areas of concrete deterioration in concrete bridge decks. During the spring and summer of 1999 the New Hampshire Department of Transportation (NHDOT) organized a comparison study of three deterioration-mapping methods on six asphalt overlaid bridge decks. GPR data were collected on four of these bridge decks. Corrosion potential and chloride concentration data were collected on each of the six bridge decks. Comparison of the processed GPR data with the corrosion potential data reveals very good correlation between areas of low rebar reflection amplitudes in the GPR data and the portions of the upper bridge deck possessing high corrosion potential or high chloride concentration.
机译:探地雷达(GPR)是研究材料内部结构的一种广泛使用的方法。 GPR的一些常见应用包括在土壤中定位埋藏的物体,在混凝土中定位结构增强物(其中包括钢筋,拉力电缆等),以及确定道路上沥青的厚度。使用GPR可以很容易地对钢筋成像,这一事实促使人们对使用GPR定位混凝土桥面板中混凝土劣化区域的可行性进行了研究。在1999年春季和夏季,新罕布什尔州交通运输部(NHDOT)对六个沥青覆盖的桥面板上的三种劣化映射方法进行了比较研究。 GPR数据是在其中四个桥面甲板上收集的。在六个桥面甲板上分别收集了腐蚀电位和氯化物浓度数据。将处理后的GPR数据与腐蚀电位数据进行比较,可以发现GPR数据中低钢筋反射幅度的区域与上部桥面板具有高腐蚀电位或高氯化物浓度的部分之间具有很好的相关性。

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