Study on Acoustic Emission Characteristics and Damage Evolution Law of Shale under Uniaxial Compression

Author:

Wu Wenjie12ORCID,Chan Chee-Ming1,Gu Yilei3,Su Xiaopeng4

Affiliation:

1. Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Parit Raja 86400, Johor, Malaysia

2. Information Engineering, Fujian Forestry Vocational and Technical College, Nanping 353000, China

3. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China

4. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

Abstract

Investigating the correlation between acoustic emission (AE) parameters and damage mechanisms in rock mechanics can help understand rock damage evolution under loading and provide a theoretical basis for engineering support and safety detection. Therefore, this paper presents experimental works on the correlation between AE and failure mechanisms of rock mass under uniaxial compression stress, with the aim of capturing the damage evolution leading to a new damage constitutive model. The experimental results indicate that the uniaxial compression process of shale can be divided into four stages according to AE characteristics. AE signals are minimal during the crack compaction and elastic stages. The crack initiation strength σci, which is approximately 55% of the uniaxial compressive strength, is identified when the cumulative AE counts and damage factor begin to increase slowly. When axial stress reaches the damage strength σcd, which is approximately 80% of the uniaxial compressive strength, a significant number of AE signals are generated. AE phenomena can be observed during the unstable crack development and post-crack stages. Considering the initial damage to the rock, the damage factor D initially decreases and then increases with increasing cumulative ring-down counts rather than exhibiting a monotonic increase. The damage factor D is proportional to the cumulative AE counts N in the stage before rock failure.

Funder

Natural Science Foundation of Chongqing

Publisher

Hindawi Limited

Reference35 articles.

1. Damage constitutive of cyclic loading and damage threshold of rock under high confining pressure;Z. Liu;Chinese Journal of High Pressure Physics,2020

2. Fatigue life prediction methodology using entropy index of stress interaction and crack severity index of effective stress

3. Establishment and application of parametric geometrical damage model of rocks;C. Zhang;Rock and Soil Mechanics,2020

4. Damage Characteristics and Constitutive Model of Deep Rock under Frequent Impact Disturbances in the Process of Unloading High Static Stress

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3