基于正则化方法的探地雷达层析成像混凝土缺陷检测

S. Hu, Y. H. Zhao, C. Rao, T. Qin, C. An, S. Ge
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引用次数: 3

摘要

探地雷达是一种广泛应用于混凝土结构缺陷检测的无损检测方法。在现场岩土工程案例中,利用地面探地雷达探测很难观测到纵向缺陷引起的异常,这给数据处理和解释带来了很大的困难。与传统地面探地雷达相比,跨孔探地雷达探测深度更大,分辨率更高,可以获得更客观的成像结果。因此,采用孔间或孔地探地雷达测量,既便于分析混凝土的缺陷分布,又便于分析混凝土的结构。本文基于Tikhonov正则化理论和共轭梯度反演算法,将最小支撑稳定泛函(MS)应用于跨孔探地雷达走时层析成像混凝土结构缺陷。利用MS稳定泛函对混凝土缺陷二维合成数据和现场试验交叉孔数据集进行了反演。与最小范数稳定泛函(MN)和最大平滑稳定泛函(maxsm)相比,该方法能使缺陷边界更加明显,反演结果更接近真实模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
GPR tomography based on regularization method for concrete defect detection
GPR is a nondestructive detection method which has been widely applied to detect defects in concrete structures. In field geotechnical engineering cases, it is very hard to observe anomalies caused by longitudinal defects using ground-based GPR detection, which produces great difficulties in data processing and interpretation. Compared with the traditional ground-based GPR, the cross-hole GPR can obtain more objective image results because of greater exploration depth and higher resolution. Therefore, it is convenient to analyze both defects' distribution and structure of the concrete with cross-hole or hole-ground GPR measurements. In this paper, the minimum support stabilizing functional (MS) is applied to cross-hole GPR travel-time tomography to image defects in concrete structures based on the Tikhonov regularization theory and conjugate gradient inversion algorithm. 2D synthetic data of concrete defects and a field experimental cross-hole data set have been inverted using the MS stabilizing functional. Compared with the minimum norm stabilizing functional (MN) and the maximum smoothness stabilizing functional (maxsm), the new proposal can make the defects' boundary become more obvious, and the inversion results are more close to the real model.
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