Analysis of precursor and failure mechanisms of granite under high temperature: Based on acoustic emission and 3D-DIC perspectives

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Wenjing Qin , Yiqing Zhao , Aibing Jin , Shuaijun Chen , Jinbo Liu
{"title":"Analysis of precursor and failure mechanisms of granite under high temperature: Based on acoustic emission and 3D-DIC perspectives","authors":"Wenjing Qin ,&nbsp;Yiqing Zhao ,&nbsp;Aibing Jin ,&nbsp;Shuaijun Chen ,&nbsp;Jinbo Liu","doi":"10.1016/j.conbuildmat.2025.141049","DOIUrl":null,"url":null,"abstract":"<div><div>In deep mining, underground oil and gas extraction, and other high-temperature rock engineering applications, the complex rock environment leads to damage and deformation of the rock. Studying the precursors of rock fracture and failure mechanisms at high temperatures is important for maintaining the stability of high-temperature engineering. This paper focuses on granite as the research object. It utilizes Acoustic Emission (AE) and Three-Dimensional Digital Image Correlation (3D-DIC) techniques to monitor the entire fracture process of granite under uniaxial compression at 25°C, 100°C, 300°C, 500°C, and 700°C. A mechanism for identifying the precursors of high-temperature granite fracture, considering both internal and external factors, is established. The failure mechanism of granite under uniaxial compression at high temperatures is revealed. The results indicate that as the heating temperature increases, the bearing capacity of the rock decreases. High-temperature granite transitions from predominantly tensile cracking to shear cracking. The sudden increase in the cumulative count of acoustic emissions (AE), the rise in damage stress, and the abrupt decrease in the b-value effectively reflect the crack development process within the rock. RA-AF can elucidate the evolution of crack types in high-temperature granite. By integrating full-field principal strain analysis with b-value analysis, the significant drop in b-value can accurately indicate the precursors to rock failure. Ultimately, an 'internal-external' synergistic mechanism for identifying failure precursors is established. As the temperature rises, the failure precursor point of the rock advances.The increasing temperature correlates with a gradual decrease in the quartz content of the rock, which impedes the transmission of force chains among granite particles. Concurrently, the bonding strength between mineral grains diminishes, fundamentally accounting for the variations in uniaxial bearing capacities and failure mechanisms of granite. The research findings have theoretical significance for understanding the identification of fracture information and failure mechanisms of rocks at high temperatures. They provide theoretical support for the occurrence mechanisms, early warning, and prevention of high-temperature rock engineering disasters.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"473 ","pages":"Article 141049"},"PeriodicalIF":7.4000,"publicationDate":"2025-03-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825011973","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

In deep mining, underground oil and gas extraction, and other high-temperature rock engineering applications, the complex rock environment leads to damage and deformation of the rock. Studying the precursors of rock fracture and failure mechanisms at high temperatures is important for maintaining the stability of high-temperature engineering. This paper focuses on granite as the research object. It utilizes Acoustic Emission (AE) and Three-Dimensional Digital Image Correlation (3D-DIC) techniques to monitor the entire fracture process of granite under uniaxial compression at 25°C, 100°C, 300°C, 500°C, and 700°C. A mechanism for identifying the precursors of high-temperature granite fracture, considering both internal and external factors, is established. The failure mechanism of granite under uniaxial compression at high temperatures is revealed. The results indicate that as the heating temperature increases, the bearing capacity of the rock decreases. High-temperature granite transitions from predominantly tensile cracking to shear cracking. The sudden increase in the cumulative count of acoustic emissions (AE), the rise in damage stress, and the abrupt decrease in the b-value effectively reflect the crack development process within the rock. RA-AF can elucidate the evolution of crack types in high-temperature granite. By integrating full-field principal strain analysis with b-value analysis, the significant drop in b-value can accurately indicate the precursors to rock failure. Ultimately, an 'internal-external' synergistic mechanism for identifying failure precursors is established. As the temperature rises, the failure precursor point of the rock advances.The increasing temperature correlates with a gradual decrease in the quartz content of the rock, which impedes the transmission of force chains among granite particles. Concurrently, the bonding strength between mineral grains diminishes, fundamentally accounting for the variations in uniaxial bearing capacities and failure mechanisms of granite. The research findings have theoretical significance for understanding the identification of fracture information and failure mechanisms of rocks at high temperatures. They provide theoretical support for the occurrence mechanisms, early warning, and prevention of high-temperature rock engineering disasters.
求助全文
约1分钟内获得全文 求助全文
来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信