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Experimental study on non-destructive testing of rock bolts based on pseudo-random signal

机译:基于伪随机信号的锚杆无损检测试验研究

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摘要

The quality of rock bolt anchoring is closely related to the stability and safety of underground engineering and slope protection. In this paper, non-destructive testing of rock bolts is proposed based on pseudorandom signal, owing to the deficiencies of the conventional detecting method of stress wave reflection. The characteristics of pseudo-random signal for non-destructive testing of rock bolts are introduced. And the rock bolts are tested in the experiment, the time of reflection wave is identified and the length of rock bolts is calculated through cross correlation analysis between the extracted wavelet signal and the test signal. It is proved that the testing results of non-destructive testing methods based on pseudo-random signal are of low deviation. The experiment has shown that non-destructive testing of rock bolts based on pseudo-random signal is feasible with high precision.
机译:锚杆锚固的质量与地下工程的稳定性和安全性以及边坡防护密切相关。鉴于传统的应力波反射检测方法的不足,提出了一种基于伪随机信号的锚杆无损检测方法。介绍了用于锚杆无损检测的伪随机信号的特性。通过实验对岩石锚杆进行测试,确定反射波的时间,通过提取的小波信号与测试信号之间的互相关分析,确定岩石锚杆的长度。实践证明,基于伪随机信号的无损检测方法的检测结果偏差较小。实验表明,基于伪随机信号的锚杆无损检测是可行的,具有较高的精度。

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