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首页> 外文期刊>Zeitschrift fur Arznei- und Gewurzpflanzen >Experimental Study on GPR Detection of Voids inside and behind Tunnel Linings
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Experimental Study on GPR Detection of Voids inside and behind Tunnel Linings

机译:GPR检测隧道衬里空隙检测的实验研究

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Ground penetrating radar (GPR) is considered an effective tool to detect tunnel lining voids. In this paper, an experimental study was carried out using a physical tunnel lining model to evaluate the performances of different antenna frequencies. We built a 4.2 m-long, 4.2 m-wide, and 2.0 m-high experimental model to simulate the secondary lining, initial lining, and surrounding rock of a tunnel structure. In the model, we created four categories of voids, which are voids in secondary and initial linings, a delamination between the secondary and initial linings, a delamination between the initial lining and sand, and a void buried in the sand, to simulate real cases in tunnel engineering. The GPR wave velocities in the sand and concrete of the model were measured using the reflection method for the calibration of void depth. We employed a commercial GPR system equipped with antennae of different centre frequencies to detect the voids. GPR data were processed using a conventional data processing flow, and the performances of different frequencies were examined. The results show that the 1000 MHz centre frequency GPR is capable of characterizing shallow buried voids in the secondary lining but is not able to penetrate into the initial lining. The 250 MHz centre frequency GPR system is not advised to detect voids in or behind tunnel linings due to its low resolving power for voids of centimetre sizes. The 500 MHz centre frequency GPR system is optimal for void detection because it demonstrated a balanced performance of resolving ability and investigation depth. The findings of this work could be useful references for antenna selection and data processing in real GPR applications.
机译:地面穿透雷达(GPR)被认为是检测隧道衬里空隙的有效工具。在本文中,使用物理隧道衬里模型进行了实验研究,以评估不同天线频率的性能。我们建立了4.2米长,4.2米宽,2.0米高的实验模型,以模拟隧道结构的二次衬里,初始衬里和周围岩石。在该模型中,我们创建了四种类别的空隙,这些空隙是次级和初始衬里的空隙,次级和初始衬里之间的分层,初始衬里和沙子之间的分层,以及埋在沙子中的空隙,以模拟实际情况在隧道工程中。使用反射方法测量模型的沙子和混凝土中的GPR波速度,以校准空隙深度。我们使用配备有不同中心频率天线的商业GPR系统来检测空隙。使用传统数据处理流程处理GPR数据,并检查不同频率的性能。结果表明,1000MHz中心频率GPR能够在二次衬里中表征浅埋空隙,但不能渗透到最初的衬里中。由于其用于厘米尺寸的空隙的空隙,不建议250 MHz中心频率GPR系统检测隧道衬里中的空隙或后面的空隙。 500 MHz中心频率GPR系统对于空隙检测是最佳的,因为它表明了解决能力和调查深度的平衡性能。这项工作的发现可能是真实GPR应用中的天线选择和数据处理的有用引用。

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