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    基于GPR技术的高压富水地质隧道衬砌检测方法

    Inspection method for high pressure and rich water geological tunnel lining based on GPR technology

    • 摘要: 传统的隧道衬砌检测方法应用于高压富水地质中时,衬砌被地下水浸润后,成像结果中会出现噪声,影响裂缝检测结果,故提出一种基于探地雷达(GPR)技术的高压富水地质隧道衬砌检测方法。基于GPR技术的隧道衬砌空洞模拟,对于正演模拟所产生的数据进行分析,利用麦克斯韦的离散方程形式,对GPR信号进行时间域有限差分处理,再选择合适的小波基函数,得到评价指标实现检测信号小波去噪,提高后续雷达探测数据分析结果的准确性;然后对衬砌裂缝类型进行划分,利用像素距离计算实现了裂缝尺寸检测。试验结果表明,设计的衬砌检测方法和传统检测方法都能够精准获取裂缝类型,对于尺寸检测来说,所设计方法的结果离散程度比传统方法的更低,更接近实际值,具有更好的效果。

       

      Abstract: When traditional tunnel lining detection methods are used in high-pressure and water rich geological conditions, when the lining is soaked in groundwater, noise appears in the imaging, which affects the crack detection results. Therefore, an efficient detection method for high-pressure and water rich geological tunnel lining based on Ground Penetrating Radar (GPR) technology was proposed. Tunnel lining cavity simulation based on GPR technology was simulated, the data generated by forward simulation was analyzed. Maxwell's discrete equation form was used and time-domain finite difference processing for GPR signal was carried out. Appropriate wavelet basis function was selected and evaluation indicators were obtained to achieve wavelet denoising of detection signal, which could effectively improve the accuracy of subsequent radar detection data analysis results. Lining crack types was divided and pixel distance calculation was used to achieve crack size detection. The application test results of the method showed that the designed lining efficient detection method and traditional detection method could accurately obtain crack types. For size detection results, the dispersion degree of the design method's results was lower than that of traditional methods, indicating that it was closer to the actual value and verifying the effectiveness of the method.

       

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