Study on Ultrasonic Characteristics and Prediction of Rock with Different Pore Sizes

IF 1.2 4区 工程技术 Q3 ACOUSTICS Shock and Vibration Pub Date : 2024-05-23 DOI:10.1155/2024/5060571
Lei Wang, Wen Nie, Ming Xie, Zi Wang, Wei Lu, Dongmei Chen, Weinan Lin
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Abstract

The internal defects of rocks are the main cause of instability and failure in underground engineering. Therefore, using ultrasonic monitoring technology to study the defect characteristics of rocks containing voids is of great significance. The research results indicate that with the increase in the pore size, the longitudinal wave velocity and first wave amplitude of rocks containing voids decrease, the attenuation coefficient increases, and the difference in ultrasonic parameters between rocks containing voids and intact rocks increases, resulting in a significant decrease in the rock integrity. The propagation of ultrasonic waves in porous rocks can be divided into three stages, where obvious ultrasonic reflection, diffraction, and scattering occur. The attenuation of sound pressure is significant, and the ultrasonic sound pressure is negatively linearly correlated with the pore size. Based on the amplitude, velocity, and pressure of ultrasonic waves, an ANN-based method for predicting the pore size of rocks is proposed, which inverts and predicts the pore size of rock masses with high prediction accuracy.
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不同孔径岩石的超声波特性和预测研究
岩石的内部缺陷是地下工程失稳和破坏的主要原因。因此,利用超声波监测技术研究含空隙岩石的缺陷特征具有重要意义。研究结果表明,随着孔隙的增大,含空隙岩石的纵波速度和第一波振幅减小,衰减系数增大,含空隙岩石与完整岩石之间的超声波参数差异增大,导致岩石完整性显著降低。超声波在多孔岩石中的传播可分为三个阶段,分别发生明显的超声波反射、衍射和散射。声压衰减明显,超声声压与孔隙大小呈负线性关系。基于超声波的振幅、速度和压力,提出了一种基于 ANN 的岩石孔隙度预测方法,该方法可反演和预测岩体的孔隙度,预测精度高。
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来源期刊
Shock and Vibration
Shock and Vibration 物理-工程:机械
CiteScore
3.40
自引率
6.20%
发文量
384
审稿时长
3 months
期刊介绍: Shock and Vibration publishes papers on all aspects of shock and vibration, especially in relation to civil, mechanical and aerospace engineering applications, as well as transport, materials and geoscience. Papers may be theoretical or experimental, and either fundamental or highly applied.
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