基于GPR反射波信号多维分析的隧道病害智能辨识

An intelligent identification method to detect tunnel defects based on the multidimensional analysis of GPR reflections

  • 摘要: 随着我国隧道工程建设的快速发展,由隧道病害引发的隧道质量和安全问题越发常见.通过地质雷达探测隧道病害对于减少隧道质量和安全问题具有十分重要的意义,为了提高病害探测的效率及可靠性,基于雷达反射波信号多维度分析,提出一种隧道病害智能辨识的新方法.根据反射波信号时域、频域及时频域分析结果提取病害信号辨识的6个典型特征,利用支持向量机算法对典型特征的训练构建病害信号的二分类模型,实现了病害水平分布范围的自动辨识;再依据病害信号的第一本征模态函数分量振幅包络计算病害深度分布范围,最终实现隧道病害的智能辨识.结合某隧道回填层雷达实测数据对智能辨识算法的性能进行评价,与人工辨识结果的对比表明,该智能算法对于病害的辨识能力较强,病害的识别率高达100%,但辨识结果中同时存在少量误判,准确率达78.6%,满足工程应用的需求.该算法可用于隧道工程各类地质雷达探测数据中病害的智能辨识,而对于其他领域的地质雷达探测数据,本文研究成果亦可为不同类型探测目标智能辨识算法的设计提供可行思路.

     

    Abstract: Due to the rapid construction of tunnels in China, problems that are associated with both quality and safety have become apparent. Therefore, the control and treatment of various tunnel defects are gradually becoming a primary focus during both construction and operation of tunnels. Further, a ground penetrating radar (GPR), which is based on the ultra-high frequency pulse electromagnetic wave theory, provides advantages such as efficiency and convenience. Further, GPR has been extensively used to perform nondestructive detection of tunnel defects in order to ensure sufficient quality and safety. To improve the efficiency and reliability of the GPR detection process, a novel method that identified tunnel defects using the GPR images in an intelligent manner was proposes based on the multidimensional analysis of GPR reflections. Six typical identifying features of defect signals were initially extracted based on time domain, frequency-domain, and time-frequency domain analyses. Further, automatic identification of the horizontal distribution of the defect was obtained by searching for all the defect signals using a classification model constructed by a support vector machine, which was used for training the model with the typical features. Furthermore, by calculating the depth distribution of defects according to the first intrinsic mode function (IMF1) component envelope of the defect signals, intelligent identification of tunnel defects can be achieved. A comparison between the results of the intelligent and artificial identification mechanisms when applied to a tunnel backfill measured GPR data depicts that the intelligent method illustrates a strong ability to identify defects in GPR data. Further, only a few errors are produced:the identification rate and accuracy of test data are 100% and 78.6%, respectively, which satisfies the engineering application requirements. This method can be used to intelligently identify the defects in different types of GPR data in tunnel engineering. Furthermore, the results of this study can provide some hints about the design of intelligent identification algorithms that can be applied in other areas of GPR detection with various detection target types.

     

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