{"title":"岩石破裂声发射特征与剪切特性的相关性研究","authors":"Yang Wu , Zhihong Zhao , Jinfan Chen , Jintong Zhang , Xingguang Zhao","doi":"10.1016/j.enganabound.2025.106234","DOIUrl":null,"url":null,"abstract":"<div><div>Rock fractures significantly diminish shear strength and stability of rock masses. Understanding the shear behavior of fractured rock and associated energy release is essential for disaster prediction in rock engineering. This study investigates the shear behavior and damage evolution of intact and fractured rock samples through the analysis of acoustic emission (AE) characteristics. We conduct a series of direct shear tests and discrete element numerical simulations calibrated by experimental results. AE signals are simultaneously monitored during shear, and AE simulations are performed based on moment tensor inversion theory. We propose an effective method to determine crack damage stress, defined as the maximum gradient point of cumulative AE energy-shear displacement curve in the pre-peak stage. The results demonstrate that the distribution of explosive AE events is relatively concentrated along the fracture profile or failure zone, while implosive and shear events are principally located in the contacting asperities or fractures newly induced by shear. Meanwhile, a quantified relationship between shear parameters and AE energy has been established to assess shear properties and predict energy release. Its feasibility is validated by experimental results. The study contributes to providing a basis for analyzing rock failure in engineering and early warnings for rock mass disasters.</div></div>","PeriodicalId":51039,"journal":{"name":"Engineering Analysis with Boundary Elements","volume":"176 ","pages":"Article 106234"},"PeriodicalIF":4.2000,"publicationDate":"2025-03-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Correlation between acoustic emission characteristics and shear behavior of rock fracture\",\"authors\":\"Yang Wu , Zhihong Zhao , Jinfan Chen , Jintong Zhang , Xingguang Zhao\",\"doi\":\"10.1016/j.enganabound.2025.106234\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Rock fractures significantly diminish shear strength and stability of rock masses. Understanding the shear behavior of fractured rock and associated energy release is essential for disaster prediction in rock engineering. This study investigates the shear behavior and damage evolution of intact and fractured rock samples through the analysis of acoustic emission (AE) characteristics. We conduct a series of direct shear tests and discrete element numerical simulations calibrated by experimental results. AE signals are simultaneously monitored during shear, and AE simulations are performed based on moment tensor inversion theory. We propose an effective method to determine crack damage stress, defined as the maximum gradient point of cumulative AE energy-shear displacement curve in the pre-peak stage. The results demonstrate that the distribution of explosive AE events is relatively concentrated along the fracture profile or failure zone, while implosive and shear events are principally located in the contacting asperities or fractures newly induced by shear. Meanwhile, a quantified relationship between shear parameters and AE energy has been established to assess shear properties and predict energy release. Its feasibility is validated by experimental results. The study contributes to providing a basis for analyzing rock failure in engineering and early warnings for rock mass disasters.</div></div>\",\"PeriodicalId\":51039,\"journal\":{\"name\":\"Engineering Analysis with Boundary Elements\",\"volume\":\"176 \",\"pages\":\"Article 106234\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-03-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Analysis with Boundary Elements\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0955799725001225\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Analysis with Boundary Elements","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0955799725001225","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
Correlation between acoustic emission characteristics and shear behavior of rock fracture
Rock fractures significantly diminish shear strength and stability of rock masses. Understanding the shear behavior of fractured rock and associated energy release is essential for disaster prediction in rock engineering. This study investigates the shear behavior and damage evolution of intact and fractured rock samples through the analysis of acoustic emission (AE) characteristics. We conduct a series of direct shear tests and discrete element numerical simulations calibrated by experimental results. AE signals are simultaneously monitored during shear, and AE simulations are performed based on moment tensor inversion theory. We propose an effective method to determine crack damage stress, defined as the maximum gradient point of cumulative AE energy-shear displacement curve in the pre-peak stage. The results demonstrate that the distribution of explosive AE events is relatively concentrated along the fracture profile or failure zone, while implosive and shear events are principally located in the contacting asperities or fractures newly induced by shear. Meanwhile, a quantified relationship between shear parameters and AE energy has been established to assess shear properties and predict energy release. Its feasibility is validated by experimental results. The study contributes to providing a basis for analyzing rock failure in engineering and early warnings for rock mass disasters.
期刊介绍:
This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods.
Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness.
The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields.
In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research.
The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods
Fields Covered:
• Boundary Element Methods (BEM)
• Mesh Reduction Methods (MRM)
• Meshless Methods
• Integral Equations
• Applications of BEM/MRM in Engineering
• Numerical Methods related to BEM/MRM
• Computational Techniques
• Combination of Different Methods
• Advanced Formulations.