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GPR full-waveform inversion of chloride gradients in concrete

机译:氯化物梯度的GPR全波形反转混凝土

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The use of salt for deicing roads is a major problem for reinforced concrete structures. With time chlorides migrate within concrete pores and causes reinforcement to corrode, which leads to the reduction of the structure's load carrying capacity. Due to alternating wet and dry climates, chlorides are distributed in gradients within concrete. Here, an experiment was carried out where concrete specimens were exposed to controlled wetting-drying cycles using different saline solutions for different exposure times to generate chloride gradients. During this experiment repeated off-ground GPR measurements were made. In this paper, two GPR processing methodologies, enabling chloride content determination, are developed to provide an assessment tool for structural engineers. A ray-based forward model provides average permittivity and conductivity values and a novel full-waveform method enables the reconstruction of conductivity gradients within concrete slabs. The destructive determination of chloride gradients distribution confirmed the obtained results. Finally, the obtained results indicate that the chloride solution concentration is dominating the chloride gradient distribution, whereas the exposure time has a minor influence.
机译:使用盐进行除冰道路是钢筋混凝土结构的主要问题。随着时间的推移,氯化物在混凝土孔隙内迁移并导致腐蚀腐蚀,这导致结构的负荷承载能力的降低。由于交替的湿和干气,氯化物以混凝土的梯度分布。这里,进行实验,其中使用不同的盐溶液将混凝土试样暴露以控制润湿干燥循环,以产生不同的盐水溶液以产生氯化物梯度。在该实验中,重复脱田GPR测量。本文开发了两种GPR处理方法,使氯化物含量确定为提供结构工程师的评估工具。基于射线的前向模型提供平均介电常数和电导率值,并且新颖的全波形方法能够在混凝土板内重建电导率梯度。氯化物梯度分布的破坏性测定证实了得到的结果。最后,所得结果表明氯化物溶液浓度主要占氯化物梯度分布,而曝光时间具有轻微的影响。

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