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Discontinuity Detection Ahead Of A Tunnel Face Utilizing Ultrasonic Reflection: Laboratory Scale Application

机译:利用超声波反射检测隧道面的不连续性:实验室规模的应用

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Predicting ground conditions ahead of the tunnel face has been one of the most important requirements of tunnel construction. This study investigates the development and application of a high resolution ultrasonic wave imaging system, which captures the multiple reflections of ultrasonic waves at the interface, to detect discontinuities at laboratory scale rock mass model. Ultrasonic wave reflection imaging based on A- and B-modes is obtained through stacking, signal compensation, demodulation, and display. Experiments are carried out by using horizontal scanning and new rotational scanning devices. Experimental studies show that the rotational devices are able to identify horizontal and inclined discontinuities and the cavity on the plaster block at a fixed location. Furthermore, two discontinuities including horizontal and inclined discontinuity planes are detected. The rotating scanning technique produces images similar to those obtained by the typical horizontal scanning technique. This study suggests that the new rotational technique can be an economical and effective tool for the detection of discontinuity on a rock mass for the investigation of the ground condition in front of the tunnel face.
机译:预测隧道面前方的地面状况一直是隧道建设的最重要要求之一。这项研究调查了高分辨率超声波成像系统的开发和应用,该系统捕获界面处超声波的多次反射,以检测实验室规模岩体模型的不连续性。通过堆叠,信号补偿,解调和显示获得基于A模式和B模式的超声波反射成像。通过使用水平扫描和新的旋转扫描设备进行实验。实验研究表明,旋转装置能够识别水平和倾斜的不连续性,以及在固定位置上的石膏块上的空腔。此外,检测到包括水平和倾斜不连续平面的两个不连续。旋转扫描技术产生的图像类似于通过典型的水平扫描技术获得的图像。这项研究表明,新的旋转技术可能是一种经济有效的工具,可用于检测岩体上的不连续性,以调查隧道面前的地面状况。

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