岩土力学 ›› 2024, Vol. 45 ›› Issue (S1): 167-177.doi: 10.16285/j.rsm.2023.0180

• 基础理论与实验研究 • 上一篇    下一篇

基于声发射特征参数的砂岩节理直剪破坏特征试验研究

孙杰豪1, 2,郭保华1,田世轩1,程坦1   

  1. 1. 河南理工大学 能源科学与工程学院,河南 焦作 454000;2. 河南省交通规划设计研究院股份有限公司 洛阳区域总部,河南 洛阳 471000
  • 收稿日期:2023-02-19 接受日期:2023-04-29 出版日期:2024-09-18 发布日期:2024-09-19
  • 通讯作者: 郭保华,男,1979年生,博士,教授,主要从事岩石裂隙变形与渗流研究。E-mail: guobaohua@139.com
  • 作者简介:孙杰豪,男,1996年生,硕士,主要从事岩石力学方向的研究。E-mail: 285378922@qq.com
  • 基金资助:
    国家自然科学基金(No.51904092);河南省高校基本科研业务费专项资金(No.NSFRF180336,No.NSFRF210303);河南省自然科学基金(No.202300410183)

Experimental study of direct shear failure characteristics of sandstone joints based on characteristic parameters of acoustic emission

SUN Jie-hao1, 2, GUO Bao-hua1, TIAN Shi-xuan1, CHENG Tan1   

  1. 1. School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China; 2. Luoyang Regional Headquarters, Henan Provincial Communications Planning & Design Institute Co., Ltd., Luoyang, Henan 471000, China
  • Received:2023-02-19 Accepted:2023-04-29 Online:2024-09-18 Published:2024-09-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51904092), the Fundamental Research Funds for the Universities of Henan Province (NSFRF180336, NSFRF210303) and the Natural Science Foundation of Henan (202300410183).

摘要: 为研究岩石节理直剪破坏特征,借助RDS-200型岩石节理剪切试验系统开展了不同法向应力下砂岩节理剪切试验,并采用Micro-II Express数字声发射系统进行了声发射信号监测,基于声发射上升时间与幅值之比RA、振铃计数与持续时间之比AF的演化特征对岩石节理剪切破坏过程进行了分析,并探讨了砂岩节理剪切失稳的预警方法。结果表明:(1)根据岩石节理剪切过程的累计振铃计数演化特征,可将岩石节理剪切过程划分为低速增长、加速增长、极速增长和减速增长4个阶段;各法向应力下,AF和RA最大值整体上随阶段序号增加而增大,且RA值较大的信号随阶段序号增加而增多。(2)根据日本混凝土声发射监测规范,提出用于判断拉剪破裂类型阈值 的具体取值方法。发现在各法向应力下阈值 k、张拉破裂占比α 随剪切阶段序号增加整体上呈降低趋势。(3)岩石节理剪切试验中,声发射参数r值的变异系数CV(r)在剪切应力峰值前整体呈降低趋势,且在剪切应力峰值前均存在低于剪切应力峰值最近的CV(r)值(即预警值CV(r)cr)的阶段;预警值CV(r)cr随法向应力增大而先减小后增大,与法向应力具有较好的二次抛物线函数关系;预警提前时间t与失稳时刻 t之比在5.1%~24.5%之间,可起到提前预警作用。研究结果可为节理岩体的失稳预警及灾害防治提供一定参考。

关键词: 岩石力学, 岩石节理, 直剪试验, 破坏特征, 声发射, RA和AF, 变异系数

Abstract: To investigate the direct shear failure mechanism of rock joints, we conducted shear tests on sandstone joints under various normal stresses using the RDS-200 rock joint shear test system. Additionally, we monitored acoustic emissions with the Micro-II Express digital acoustic emission system. By analyzing the evolution characteristics of the ratio of acoustic emission rise time to amplitude (RA) and the ratio of ringing count to duration (AF), we examined the shear failure process of rock joints and discussed an early warning method for shear failure in sandstone joints. The results show that: (1) The evolution characteristics of the cumulative ringing count during the rock joint shear process reveal four distinct stages: low-speed growth, accelerated growth, extreme speed growth, and decelerated growth. For each normal stress level, both AF and RA reach their maximum values as the stage number increases, and the number of signals with higher RA values also increases with the stage number. (2) A specific method, based on JCMS-III B5706, is proposed to determine the threshold k for the tensile-shear fracture type. It is observed that both the threshold k and the tensile fracture ratio α  decrease as the shear stage number increases under each normal stress condition. (3) In the rock joint shear tests, the coefficient of variation CV(r) of the r value exhibits a decreasing trend before reaching peak shear stress, with a stage identified below the nearest CV(r)value (referred to as the early warning value CV(r)cr) before peak shear stress. The CV(r)cr initially decreases and then increases with increasing normal stress, showing a quadratic parabolic function relationship. The ratio of early warning time td to instability time tp ranges from 5.1% to 24.5%, serving as an effective early warning mechanism. These research findings offer valuable insights for instability warning and disaster prevention in jointed rock masses.

Key words: rock mechanics, rock joints, direct shear test, failure characteristics, acoustic emission, RA-AF, coefficient of variation

中图分类号: TU453
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