{"title":"不连续多级疲劳载荷下花岗岩力学性能及声发射特性","authors":"Mingtao Jia, Pengfei Liu, Shaodong Li, Xiaoqiang Guo","doi":"10.1007/s10064-025-04294-z","DOIUrl":null,"url":null,"abstract":"<div><p>The study investigates the effects of discontinuous multilevel fatigue (DMLF) loading on the mechanical properties, acoustic emission characteristics, and energy evolution patterns of granite. The research results show that after DMLF loading, the post-peak deformation ratio of granite under uniaxial compression increases with creep time, exhibiting a trend of brittle-ductile transition, and the extent of cracking intensifies during failure. The energy analysis results indicate that during DMLF loading, both the elastic and dissipated energies of granite increase with the stress level. The elastic energy is stored in a linear form, while the energy dissipation follows a combination of linear and quadratic functions. During the creep loading phase, the external input energy is mainly converted into dissipated energy. In the later stages of DMLF loading, the average intensity of acoustic emission ringing counts increases, and the introduction of creep loading promotes the development and expansion of internal cracks in the rock. The acoustic emission b value overall exhibits a two-stage characteristic, with the b value of granite decreasing from 1.6 to 0.4 during failure.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 6","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-05-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Mechanical properties and acoustic emission characteristics of granite under discontinuous multilevel fatigue loading\",\"authors\":\"Mingtao Jia, Pengfei Liu, Shaodong Li, Xiaoqiang Guo\",\"doi\":\"10.1007/s10064-025-04294-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The study investigates the effects of discontinuous multilevel fatigue (DMLF) loading on the mechanical properties, acoustic emission characteristics, and energy evolution patterns of granite. The research results show that after DMLF loading, the post-peak deformation ratio of granite under uniaxial compression increases with creep time, exhibiting a trend of brittle-ductile transition, and the extent of cracking intensifies during failure. The energy analysis results indicate that during DMLF loading, both the elastic and dissipated energies of granite increase with the stress level. The elastic energy is stored in a linear form, while the energy dissipation follows a combination of linear and quadratic functions. During the creep loading phase, the external input energy is mainly converted into dissipated energy. In the later stages of DMLF loading, the average intensity of acoustic emission ringing counts increases, and the introduction of creep loading promotes the development and expansion of internal cracks in the rock. The acoustic emission b value overall exhibits a two-stage characteristic, with the b value of granite decreasing from 1.6 to 0.4 during failure.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 6\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-05-08\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Engineering Geology and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10064-025-04294-z\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04294-z","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
Mechanical properties and acoustic emission characteristics of granite under discontinuous multilevel fatigue loading
The study investigates the effects of discontinuous multilevel fatigue (DMLF) loading on the mechanical properties, acoustic emission characteristics, and energy evolution patterns of granite. The research results show that after DMLF loading, the post-peak deformation ratio of granite under uniaxial compression increases with creep time, exhibiting a trend of brittle-ductile transition, and the extent of cracking intensifies during failure. The energy analysis results indicate that during DMLF loading, both the elastic and dissipated energies of granite increase with the stress level. The elastic energy is stored in a linear form, while the energy dissipation follows a combination of linear and quadratic functions. During the creep loading phase, the external input energy is mainly converted into dissipated energy. In the later stages of DMLF loading, the average intensity of acoustic emission ringing counts increases, and the introduction of creep loading promotes the development and expansion of internal cracks in the rock. The acoustic emission b value overall exhibits a two-stage characteristic, with the b value of granite decreasing from 1.6 to 0.4 during failure.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.