{"title":"单轴压缩条件下页岩的声发射特性及损伤演变规律研究","authors":"Wenjie Wu, Chee-Ming Chan, Yilei Gu, Xiaopeng Su","doi":"10.1155/2024/3076780","DOIUrl":null,"url":null,"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 <i>σ</i><sub>ci</sub>, 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 <i>σ</i><sub>cd</sub>, 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 <i>D</i> initially decreases and then increases with increasing cumulative ring-down counts rather than exhibiting a monotonic increase. The damage factor <i>D</i> is proportional to the cumulative AE counts <i>N</i> in the stage before rock failure.","PeriodicalId":7242,"journal":{"name":"Advances in Civil Engineering","volume":"98 1","pages":""},"PeriodicalIF":1.5000,"publicationDate":"2024-02-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Study on Acoustic Emission Characteristics and Damage Evolution Law of Shale under Uniaxial Compression\",\"authors\":\"Wenjie Wu, Chee-Ming Chan, Yilei Gu, Xiaopeng Su\",\"doi\":\"10.1155/2024/3076780\",\"DOIUrl\":null,\"url\":null,\"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 <i>σ</i><sub>ci</sub>, 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 <i>σ</i><sub>cd</sub>, 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 <i>D</i> initially decreases and then increases with increasing cumulative ring-down counts rather than exhibiting a monotonic increase. The damage factor <i>D</i> is proportional to the cumulative AE counts <i>N</i> in the stage before rock failure.\",\"PeriodicalId\":7242,\"journal\":{\"name\":\"Advances in Civil Engineering\",\"volume\":\"98 1\",\"pages\":\"\"},\"PeriodicalIF\":1.5000,\"publicationDate\":\"2024-02-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Advances in Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1155/2024/3076780\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advances in Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1155/2024/3076780","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
摘要
研究声发射(AE)参数与岩石力学中破坏机制之间的相关性,有助于理解加载条件下岩石破坏的演变过程,并为工程支持和安全检测提供理论依据。因此,本文介绍了单轴压缩应力下岩体声发射与破坏机理相关性的实验工作,旨在捕捉破坏演化过程,从而建立新的破坏构成模型。实验结果表明,根据 AE 特性,页岩的单轴压缩过程可分为四个阶段。在裂纹压实和弹性阶段,AE 信号最小。当累积 AE 计数和损伤因子开始缓慢增加时,可确定裂纹起始强度 σci,该强度约为单轴压缩强度的 55%。当轴向应力达到损伤强度 σcd(约为单轴抗压强度的 80%)时,会产生大量的 AE 信号。在不稳定的裂缝发展阶段和裂缝后阶段都能观察到 AE 现象。考虑到岩石的初始损伤,损伤因子 D 最初会降低,然后随着累计降环次数的增加而升高,而不是呈现单调的增长。破坏系数 D 与岩石破坏前阶段的累计 AE 计数 N 成正比。
Study on Acoustic Emission Characteristics and Damage Evolution Law of Shale under Uniaxial Compression
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.
期刊介绍:
Advances in Civil Engineering publishes papers in all areas of civil engineering. The journal welcomes submissions across a range of disciplines, and publishes both theoretical and practical studies. Contributions from academia and from industry are equally encouraged.
Subject areas include (but are by no means limited to):
-Structural mechanics and engineering-
Structural design and construction management-
Structural analysis and computational mechanics-
Construction technology and implementation-
Construction materials design and engineering-
Highway and transport engineering-
Bridge and tunnel engineering-
Municipal and urban engineering-
Coastal, harbour and offshore engineering--
Geotechnical and earthquake engineering
Engineering for water, waste, energy, and environmental applications-
Hydraulic engineering and fluid mechanics-
Surveying, monitoring, and control systems in construction-
Health and safety in a civil engineering setting.
Advances in Civil Engineering also publishes focused review articles that examine the state of the art, identify emerging trends, and suggest future directions for developing fields.