顶板岩石失稳破坏电位临界慢化特征实验研究

张昕; 李忠辉; 钮月; 魏洋; 程富起; 王佳丽

doi:10.13272/j.issn.1671-251x.2018030095

顶板岩石失稳破坏电位临界慢化特征实验研究

doi: 10.13272/j.issn.1671-251x.2018030095

张昕^{1, 3},
李忠辉^{1, 2, 3, 4},
钮月^{1, 3},
魏洋^{1, 3},
程富起^{1, 3},
王佳丽⁵

1.
中国矿业大学安全工程学院，江苏徐州221116
2.
中国矿业大学煤炭资源与安全开采国家重点实验室，江苏徐州221116
3.
中国矿业大学煤矿瓦斯与火灾防治教育部重点实验室，江苏徐州221116
4.
新疆工程学院安全科学与工程学院，新疆乌鲁木齐830023
5.
新郑煤电有限责任公司，河南郑州451100

基金项目:

国家自然科学基金项目（51674254，51504244）

“十三五”国家重点研发计划项目（2016YFC0801404）

详细信息

中图分类号: TD326
计量
- 文章访问数: 138
- HTML全文浏览量: 22
- PDF下载量: 8
- 被引次数: 0
出版历程
- 刊出日期: 2018-09-10

Experimental study on electric potential critical slowing down characteristics before unstable failure of roof rocks

ZHANG Xin^{1, 3},
LI Zhonghui^{1, 2, 3, 4},
NIU Yue^{1, 3},
WEI Yang^{1, 3},
CHENG Fuqi^{1, 3},
WANG Jiali⁵

1.
School of Safety Engineering, China University of Mining and Technology, Xuzhou 221116, China
2.
State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou 221116, China
3.
Key Laboratory of Coal Mine Gas and Fire Prevention and Control of the Ministry of Education, China University of Mining and Technology, Xuzhou 221116, China
4.
School of Safety Science and Engineering, Xinjiang Institute of Engineering, Urumqi 830023, China
5.
Xinzheng Coal Electricity Co.,Ltd., Zhengzhou 451100, China

摘要

摘要: 为研究顶板岩石失稳破坏过程中表面电位信号的临界慢化特征，对顶板岩样进行了受载破坏实验，测试并采集了岩样受载过程中的表面电位信号。运用临界慢化理论计算并分析了电位信号-时间序列的方差和自相关系数。结果表明，岩样受载破坏过程中的表面电位变化与载荷及应变具有良好的对应关系；岩样受载过程中的表面电位信号存在临界慢化现象，电位信号的方差和自相关系数在岩样主破裂前均出现了急剧增大并持续增加的趋势，可作为预示岩样破坏的前兆信号；不同的窗口长度、滞后步长对表征电位信号临界慢化现象的自相关系数、方差的稳定性及变化趋势有影响；方差相比于自相关系数，更能有效预示岩样趋于失稳破坏的临界点。
- 顶板岩石 /
- 失稳破坏临界点 /
- 表面电位 /
- 临界慢化特征 /
- 前兆信号
Abstract: In order to study critical slowing down characteristics of surface electric potential (EP) before unstable failure of roof rocks, loading failure experiment of rock specimens was carried out, the surface EP signal of rocks was collected in loading process. Based on theory of critical slowing down, variance and autocorrelation coefficient of the potential signal time sequence were calculated and analyzed. The analysis results are as follows: there is a good correspondence between the change of surface potential, the load and strain during the whole loading process; EP signal of rock has the phenomenon of critical slowing down in the loading process, the variance and autocorrelation coefficient of EP has sudden increase and continuously increasing trend before the main rupture, it can be used as a precursory signal to indicate unstable failure of rocks; the different window lengths and lagging steps affect the volatility stability and variation tendency of autocorrelation coefficient and variance of EP signal; compared with autocorrelation coefficient, variance is more effective for prediction of the critical failure point of the rock specimens.
- roof rock /
- critical point of unstable failure /
- surface electric potential /
- critical slowing down feature /
- precursor signal