Time-Frequency Distribution Analysis of the Stress Relaxation of Sandstones Affected by Dynamic Disturbance

被引:4
作者
Li, S. [1 ,2 ]
Zhu, W. C. [1 ]
Xu, T. [1 ]
He, R. X. [2 ]
机构
[1] Northeastern Univ, Ctr Rock Instabil & Seism Res, Dept Min Engn, Sch Resource & Civil Engn, Shenyang 110819, Liaoning, Peoples R China
[2] Henan Univ Urban Construct, Sch Civil & Transportat Engn, Pingdingshan 462500, Peoples R China
基金
美国国家科学基金会; 中国博士后科学基金;
关键词
Rock; Stress relaxation; Wavelet denoising; Time-frequency distribution; INVERSE CONTROL TECHNIQUES; BEHAVIOR; FRACTURE;
D O I
10.1007/s40799-018-0295-5
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Low frequency noisy signals are often generated during studies of uniaxial compression and stress relaxation. Denoising describes signal processing methods and devices that extract signal from a mixture of signal and noise to improve the signal-to-noise ratio of signals. These tools include the use of appropriate grounding connections, filters, the use of shielded and twisted wires, signal averaging methods, and the incorporation of differential input voltage amplifiers. This study investigated the denoising process for the study of rock under the combined conditions of stress relaxation and dynamic disturbance using a wavelet denoising scheme. The signal screening process in the wavelet domain identifies and eliminates noise-corrupted portions that may lead to inaccurate prognosis of laboratory environmental noise conditions. The wavelet transform time-frequency analysis of the experimental data evaluates denoising effects throughout the rock time-dependent deformation process. The frequency typically ranges from about 0 to 50 Hz for the original signal of dynamic disturbance. For the denoised signal of one-stage stress relaxation under dynamic disturbance, the frequency ranges from 0 to 10 Hz. This study demonstrates the feasibility of wavelet-based denoising, and shows experimentally that the use of the upgraded stress relaxation-disturbance testing machine is an effective and reliable tool to monitor the time-dependent behavior of rocks.
引用
收藏
页码:415 / 428
页数:14
相关论文
共 25 条
[1]  
[Anonymous], 2018, MATLAB and Wavelet Toolbox Release
[2]   ISRM Suggested Methods for Determining the Creep Characteristics of Rock [J].
Aydan, Oemer ;
Ito, Takashi ;
Oezbay, Ugur ;
Kwasniewski, M. ;
Shariar, K. ;
Okuno, T. ;
Ozgenoglu, A. ;
Malan, D. F. ;
Okada, T. .
ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (01) :275-290
[3]   Analysis and comparison of three discrete-time feedforward model-inverse control techniques for nonminimum-phase systems [J].
Butterworth, J. A. ;
Pao, L. Y. ;
Abramovitch, D. Y. .
MECHATRONICS, 2012, 22 (05) :577-587
[4]   The effect of nonminimum-phase zero locations on the performance of feedforward model-inverse control techniques in discrete-time systems [J].
Butterworth, Jeffrey A. ;
Pao, Lucy Y. ;
Abramovitch, Daniel Y. .
2008 AMERICAN CONTROL CONFERENCE, VOLS 1-12, 2008, :2696-+
[5]  
Cohen L., 1995, TIME FREQUENCY ANAL
[6]   IDEAL SPATIAL ADAPTATION BY WAVELET SHRINKAGE [J].
DONOHO, DL ;
JOHNSTONE, IM .
BIOMETRIKA, 1994, 81 (03) :425-455
[7]   Study of EMR and AE during Coal Fracture under Quasi-static Uniaxial Compression Load [J].
Li, Chengwu ;
Wang, Qifei ;
Ai, Dihao ;
Dong, Lihui ;
Wang, Feiyin .
JOURNAL OF ENVIRONMENTAL AND ENGINEERING GEOPHYSICS, 2017, 22 (04) :385-394
[8]   Extraction of microseismic waveforms characteristics prior to rock burst using Hilbert-Huang transform [J].
Li, Xuelong ;
Li, Zhonghui ;
Wang, Enyuan ;
Feng, Junjun ;
Chen, Liang ;
Li, Nan ;
Kong, Xiangguo .
MEASUREMENT, 2016, 91 :101-113
[9]   Time-dependent tests on intact rocks in uniaxial compression [J].
Li, YS ;
Xia, CC .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2000, 37 (03) :467-475
[10]   Simulating the time-dependent behaviour of excavations in hard rock [J].
Malan, DF .
ROCK MECHANICS AND ROCK ENGINEERING, 2002, 35 (04) :225-254