Experimental study on resistivity and acoustic emission characteristics of red sandstone under cyclic loading

被引:0
|
作者
Jia P. [1 ]
Wang Y. [1 ]
Wang Q. [1 ]
Lu J. [1 ]
机构
[1] School of Resources and Civil Engineering, Northeastern University, Liaoning, Shenyang
基金
中国国家自然科学基金;
关键词
acoustic emission; cyclic loading-unloading; failure precursor; Felicity ratio; resistivity; rock mechanics; saturation;
D O I
10.13722/j.cnki.jrme.2023.0031
中图分类号
学科分类号
摘要
To investigate the evolutionary patterns of resistivity and acoustic emission in sandstone with varying saturation levels under different loading paths,particularly focusing on the resistivity characteristics during the quiescent phase of acoustic emission,we conducted uniaxial,constant amplitude cyclic loading,and increased amplitude cyclic loading tests on dry,semi-saturated,and saturated red sandstone specimens,respectively. The test results reveal a close correlation between resistivity changes and stress levels,offering insights into internal pore alterations and the compaction,initiation,and development of micro-cracks within the rock under loading conditions. As saturation increases,the quiescent period of acoustic emission before failure exhibits a significant extension. The variation in resistivity effectively mirrors the propagation of sub-critical cracks and the accumulation of internal damage within the rock during the quiescent phase of acoustic emission. Under distinct loading paths,the conduction mechanism in dry specimens is primarily skeleton conduction,demonstrating an overall upward trend. In contrast,saturated specimens predominantly exhibit water conductivity,leading to a downward trend in resistivity. During cyclic loading,when stress levels exceed 50% of the peak strength,the Kaiser effect in red sandstone with different saturations diminishes,giving way to the Felicity effect,accompanied by a declining Felicity ratio. © 2024 Academia Sinica. All rights reserved.
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页码:3333 / 3341
页数:8
相关论文
共 28 条
  • [1] LI D,, SUN Z, XIE T,, Et al., Energy evolution characteristics of hard rock during triaxial failure with different loading and unloading paths[J], Engineering Geology, 228, 13, pp. 270-281, (2017)
  • [2] DENG Huafeng, XIAO Zhiyong, LI Jianlin, Et al., Deteriorating change rule test research of damage sandstone strength under water-rock interaction[J], Chinese Journal of Rock Mechanics and Engineering, 34, pp. 2690-2698, (2015)
  • [3] YUAN Liang, Research progress of mining response and disaster prevention and control in deep coal mines[J], Journal of China Coal Society, 46, 3, pp. 716-725, (2021)
  • [4] YIN Xiangang, LI Shulin, TANG Haiyan, Et al., Study of quiet period and its fractal characteristics of rock failure acoustic emission[J], Chinese Journal of Rock Mechanics and Engineering, 28, pp. 3383-3390, (2009)
  • [5] WANG Junxuan, ZHAO Mingjie, SU Chuming, Research review of resistivity variation characteristic under load conditions of rock[J], Journal of Chongqing Jiaotong University:Natural Science, 30, 3, pp. 419-423, (2011)
  • [6] SONG Jie, LI Shucai, LIU Bin, Et al., Study on resistivity response law of limestone in processes of constant amplitude and tiered cyclic loading and unloading[J], Chinese Journal of Rock Mechanics and Engineering, 34, pp. 3880-3887, (2015)
  • [7] SUN Q, ZHU S, XUE L., Electrical resistivity variation in uniaxial rock compression[J], Arabian Journal of Geosciences, 8, 4, pp. 1869-1880, (2015)
  • [8] JIA P, LI L, LIU D, Et al., Insight into rock crack propagation from resistivity and ultrasonic wave variation[J], Theoretical and Applied Fracture Mechanics, 109, 3743, (2020)
  • [9] LI X, ZHANG Q,, AN Z,, Et al., Experimental research on electrical resistivity variation of coal under different loading modes[J], Arabian Journal of Geosciences, 13, 20, pp. 1-14, (2020)
  • [10] SONG M, HU Q, LI Q, Et al., Effects of damage on resistivity response and volatility of water-bearing coal[J], Fuel, 324, (2022)