Damage quantification and failure prediction of rock: A novel approach based on energy evolution obtained from infrared radiation and acoustic emission

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-09-19 DOI:10.1016/j.ijrmms.2024.105920
Dongming Zhang , Shuaida Zhu , Mingliang Zhou , Hongwei Huang , Yue Tong
{"title":"Damage quantification and failure prediction of rock: A novel approach based on energy evolution obtained from infrared radiation and acoustic emission","authors":"Dongming Zhang ,&nbsp;Shuaida Zhu ,&nbsp;Mingliang Zhou ,&nbsp;Hongwei Huang ,&nbsp;Yue Tong","doi":"10.1016/j.ijrmms.2024.105920","DOIUrl":null,"url":null,"abstract":"<div><p>Rock failure under external force is a process of energy conversion between the external environment and the rock system. This study aims to quantify rock damage and predict failure from an energy perspective. Infrared radiation (IR) and acoustic emission (AE) technologies were used to monitor the failure process of red sandstone during uniaxial loading experiments in real time. The energy evolution law during the rock failure process was analyzed. Based on the Stefan–Boltzmann law, a quantitative parameter, average cumulative radiation energy increment (<span><math><mrow><mi>Δ</mi><mi>A</mi><mi>C</mi><mi>R</mi><mi>E</mi></mrow></math></span>), was proposed for IR indicators. A coupling mathematical model between elastic strain energy and <span><math><mrow><mi>Δ</mi><mi>A</mi><mi>C</mi><mi>R</mi><mi>E</mi></mrow></math></span> was derived. The correlation between cumulative AE energy and dissipated strain energy was also analyzed. Results reveal that the rock failure process can be divided into four stages according to energy evolution: compaction, elastic, elastic–plastic, and failure stages. The proposed <span><math><mrow><mi>Δ</mi><mi>A</mi><mi>C</mi><mi>R</mi><mi>E</mi></mrow></math></span> can serve as a basis for dividing these stages. A cubic polynomial relationship was found between <span><math><mrow><mi>Δ</mi><mi>A</mi><mi>C</mi><mi>R</mi><mi>E</mi></mrow></math></span> and elastic strain energy. AE cumulative energy and dissipated strain energy showed similar variation trends. Furthermore, based on <span><math><mrow><mi>Δ</mi><mi>A</mi><mi>C</mi><mi>R</mi><mi>E</mi></mrow></math></span>, AE cumulative energy, and energy evolution theory, a failure prediction indicator (<span><math><mrow><mi>I</mi><mi>R</mi><mi>A</mi><mi>E</mi><mi>E</mi><mi>R</mi></mrow></math></span>) was proposed. This indicator can effectively identify precursor points of rock failure. A quantitative indicator for rock damage evolution under combined IR and AE action was created using <span><math><mrow><mi>I</mi><mi>R</mi><mi>A</mi><mi>E</mi><mi>E</mi><mi>R</mi></mrow></math></span> as the characterization parameter of the rock damage variable, demonstrating high reliability. This research provides strong support for estimating rock states and guiding the design of rock engineering structures.</p></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"183 ","pages":"Article 105920"},"PeriodicalIF":7.0000,"publicationDate":"2024-09-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160924002855","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Rock failure under external force is a process of energy conversion between the external environment and the rock system. This study aims to quantify rock damage and predict failure from an energy perspective. Infrared radiation (IR) and acoustic emission (AE) technologies were used to monitor the failure process of red sandstone during uniaxial loading experiments in real time. The energy evolution law during the rock failure process was analyzed. Based on the Stefan–Boltzmann law, a quantitative parameter, average cumulative radiation energy increment (ΔACRE), was proposed for IR indicators. A coupling mathematical model between elastic strain energy and ΔACRE was derived. The correlation between cumulative AE energy and dissipated strain energy was also analyzed. Results reveal that the rock failure process can be divided into four stages according to energy evolution: compaction, elastic, elastic–plastic, and failure stages. The proposed ΔACRE can serve as a basis for dividing these stages. A cubic polynomial relationship was found between ΔACRE and elastic strain energy. AE cumulative energy and dissipated strain energy showed similar variation trends. Furthermore, based on ΔACRE, AE cumulative energy, and energy evolution theory, a failure prediction indicator (IRAEER) was proposed. This indicator can effectively identify precursor points of rock failure. A quantitative indicator for rock damage evolution under combined IR and AE action was created using IRAEER as the characterization parameter of the rock damage variable, demonstrating high reliability. This research provides strong support for estimating rock states and guiding the design of rock engineering structures.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
岩石的损伤量化和失效预测:基于红外辐射和声发射能量演变的新方法
岩石在外力作用下的破坏是外部环境与岩石系统之间的能量转换过程。本研究旨在从能量角度量化岩石破坏并预测破坏情况。利用红外辐射(IR)和声发射(AE)技术实时监测红砂岩在单轴加载实验中的破坏过程。分析了岩石破坏过程中的能量演变规律。基于斯蒂芬-玻尔兹曼定律,提出了红外指标的定量参数--平均累积辐射能量增量(ΔACRE)。得出了弹性应变能和ΔACRE之间的耦合数学模型。此外,还分析了累积 AE 能与耗散应变能之间的相关性。结果表明,根据能量演化,岩石破坏过程可分为四个阶段:压实阶段、弹性阶段、弹塑性阶段和破坏阶段。提出的 ΔACRE 可以作为划分这些阶段的依据。研究发现,ΔACRE 与弹性应变能之间存在立方多项式关系。AE 累积能和耗散应变能表现出相似的变化趋势。此外,基于ΔACRE、AE累积能和能量演化理论,提出了一种故障预测指标(IRAEER)。该指标可有效识别岩石破坏的前兆点。利用 IRAEER 作为岩石破坏变量的表征参数,创建了红外和 AE 联合作用下岩石破坏演化的定量指标,显示出较高的可靠性。这项研究为估计岩石状态和指导岩石工程结构设计提供了有力支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
期刊最新文献
Mutual feedback and fracturing effect of hydraulic fractures in composite coal−rock reservoirs under different fracturing layer sequence conditions Experimental study on the interaction mechanism of two dynamic cracks under blasting loading Thermo-Hydro-Mechanical (THM) wellbore analysis under sub-zero CO2 injection The effect of strain rate on inelastic strain development in porous sandstones deformed under reservoir conditions Integration of automatic discontinuity identification and multi-scale hierarchical modeling for stability analysis of highly-jointed rock slopes
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1