中国安全科学学报 ›› 2017, Vol. 27 ›› Issue (10): 87-92.doi: 10.16265/j.cnki.issn1003-3033.2017.10.015

• 安全工程技术科学 • 上一篇    下一篇

煤系页岩水力压裂声发射时频特征试验研究

唐巨鹏 教授, 路江伟, 许鹏, 丁佳会, 齐桐   

  1. 辽宁工程技术大学 力学与工程学院,辽宁 阜新 123000
  • 收稿日期:2017-07-25 修回日期:2017-09-18 出版日期:2017-10-20 发布日期:2020-11-05
  • 作者简介:唐巨鹏 (1976—),男,辽宁锦州人,博士,教授,博士生导师,主要从事矿山灾害力学、煤层气和页岩气开采相关理论及试验研究。E-mail:jupengt@126.com。
  • 基金资助:
    国家重点研发计划(2016YFC0600901);国家自然科学基金面上项目资助(51374119);辽宁省高等学校优秀人才支持计划(LR2015028);辽宁省自然科学基金资助(2014020156)。

Experimental study on time-frequency characteristics of hydraulic fracturing acoustic emission in coal shale

TANG Jupeng, LU Jiangwei, XU Peng, DING Jiahui, QI Tong   

  1. School of Mechanics and Engineering,Liaoning Technical University,Fuxin Liaoning 123000,China
  • Received:2017-07-25 Revised:2017-09-18 Online:2017-10-20 Published:2020-11-05

摘要: 为深入研究煤系页岩的水力压裂过程及特征,以阜新孙家湾矿煤系页岩为研究对象,首先采用三轴水力压裂模拟装置进行实验室压裂模拟试验;然后利用短时傅里叶变换(STFT)对所得原始声发射信号进行时频转换,得到时频参数与裂缝起裂、扩展间关系规律。研究结果表明:幅值变化率可以作为判断起裂阶段与扩展阶段的指标,起裂阶段幅值变化率随水平地应力差增大而增大,扩展阶段幅值变化率随水平地应力差增大而先增大后减小;水平地应力差为0、0.2和0.4 MPa时,起裂阶段幅值变化率分别是扩展阶段的2.88、3.14和5.36倍;裂缝起裂与扩展阶段主频大小与水平地应力差均成线性递减关系;进入扩展阶段,主频增加至起裂阶段的2、1.96和1.99倍。

关键词: 水力压裂, 裂缝起裂, 裂缝扩展, 煤系页岩, 声发射, 时频分析

Abstract: The process and characteristics of hydraulic fracturing in coal shale were studied. The coal shale in the Fuxin Sunjiawan coal mine was regarded as the research object. The test was carried out by using a piece of triaxial hydraulic fracturing equipment. Then the original acoustic emission signal was time-converted by Short-Time Fourier Transform(STFT). The relationships between time-frequency parameters and crack initiation and propagation were obtained. The results show that the amplitude change rate can be used as an index to judge the stage of crack initiation or propagation, that the amplitude change rate of initiation stage increases with the increase of horizontal stress difference, that the amplitude change rate of the propagation stage increases first and then decreases with the increase of horizontal stress difference, that when the horizontal stress difference is 0, 0.2 and 0.4 MPa, the amplitude change rate in initiation stage is 2.88 times, 3.14 times and 5.36 times as high as that in the propagation stage respectively, that there is a linear decreasing relationship between the dominant frequency and the horizontal stress difference in crack initiation and propagation stage, and that in propagation stage, the dominant frequency is 2 times, 1.96 times and 1.99 times as high as that in crack initiation stage respectively.

Key words: hydraulic fracturing, crack initiation, crack propagation, coal shale, acoustic emission, time-frequency analysis

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