{"title":"不同深度断层界面卸荷诱发的声波和压裂行为:与深部开采中受断裂影响的冲击地压相关","authors":"Han Zhu, Minghe Ju, Anye Cao, Liyuan Yu, Wu Cai, Linming Dou","doi":"10.1007/s10064-024-03920-6","DOIUrl":null,"url":null,"abstract":"<div><p>To investigate fault activation and slip-induced hazards at different depths in coal mining, this study conducted unloading experiments on inclined sandstone interfaces under confining stresses of 10 MPa, 18 MPa and 30 MPa using a true triaxial loading machine. Seismic signals over fault surface sliding were collected using a multi-channel acoustic emission (AE) system. Statistics on the AE energy and dominant frequency with fault activation were calculated, and seismic localization and fracture type during faulting were derived for different initial confinement conditions. Scanning electron microscopy (SEM) and confocal laser scanning microscope (CLSM) techniques were used to characterize the micro features of fault sliding. Experimental results indicate that the unloading-induced slip instability process of the fault surface under different confining pressures is basically consistent, and the duration of fault surface slip is positively correlated to the initial confining pressure. The AE events are distributed near the fault surface and mainly represent tensile fracture, but shear events significantly increase after fault macroscopic slip. Both the fracture intensity and pore abrasion of the fault interface are higher for a larger confining pressure and the surface is apparently smooth when confining stress reaches 30 MPa. Based on the experimental results, the mechanical behavior of unloading-induced fault sliding correlated to AE signal characteristics and surface fracture separately was discussed. Finally, implications of the findings on the seismic monitoring and early warning of faulting-affected coal burst in deep mining were presented.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 1","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2024-12-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s10064-024-03920-6.pdf","citationCount":"0","resultStr":"{\"title\":\"Unloading-induced acoustic and fracturing behavior of a fault interface at various depths: relevance to faulting-affected coal burst in deep mining\",\"authors\":\"Han Zhu, Minghe Ju, Anye Cao, Liyuan Yu, Wu Cai, Linming Dou\",\"doi\":\"10.1007/s10064-024-03920-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>To investigate fault activation and slip-induced hazards at different depths in coal mining, this study conducted unloading experiments on inclined sandstone interfaces under confining stresses of 10 MPa, 18 MPa and 30 MPa using a true triaxial loading machine. Seismic signals over fault surface sliding were collected using a multi-channel acoustic emission (AE) system. Statistics on the AE energy and dominant frequency with fault activation were calculated, and seismic localization and fracture type during faulting were derived for different initial confinement conditions. Scanning electron microscopy (SEM) and confocal laser scanning microscope (CLSM) techniques were used to characterize the micro features of fault sliding. Experimental results indicate that the unloading-induced slip instability process of the fault surface under different confining pressures is basically consistent, and the duration of fault surface slip is positively correlated to the initial confining pressure. The AE events are distributed near the fault surface and mainly represent tensile fracture, but shear events significantly increase after fault macroscopic slip. Both the fracture intensity and pore abrasion of the fault interface are higher for a larger confining pressure and the surface is apparently smooth when confining stress reaches 30 MPa. Based on the experimental results, the mechanical behavior of unloading-induced fault sliding correlated to AE signal characteristics and surface fracture separately was discussed. Finally, implications of the findings on the seismic monitoring and early warning of faulting-affected coal burst in deep mining were presented.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 1\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2024-12-11\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://link.springer.com/content/pdf/10.1007/s10064-024-03920-6.pdf\",\"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/s10064-024-03920-6\",\"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/s10064-024-03920-6","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}
Unloading-induced acoustic and fracturing behavior of a fault interface at various depths: relevance to faulting-affected coal burst in deep mining
To investigate fault activation and slip-induced hazards at different depths in coal mining, this study conducted unloading experiments on inclined sandstone interfaces under confining stresses of 10 MPa, 18 MPa and 30 MPa using a true triaxial loading machine. Seismic signals over fault surface sliding were collected using a multi-channel acoustic emission (AE) system. Statistics on the AE energy and dominant frequency with fault activation were calculated, and seismic localization and fracture type during faulting were derived for different initial confinement conditions. Scanning electron microscopy (SEM) and confocal laser scanning microscope (CLSM) techniques were used to characterize the micro features of fault sliding. Experimental results indicate that the unloading-induced slip instability process of the fault surface under different confining pressures is basically consistent, and the duration of fault surface slip is positively correlated to the initial confining pressure. The AE events are distributed near the fault surface and mainly represent tensile fracture, but shear events significantly increase after fault macroscopic slip. Both the fracture intensity and pore abrasion of the fault interface are higher for a larger confining pressure and the surface is apparently smooth when confining stress reaches 30 MPa. Based on the experimental results, the mechanical behavior of unloading-induced fault sliding correlated to AE signal characteristics and surface fracture separately was discussed. Finally, implications of the findings on the seismic monitoring and early warning of faulting-affected coal burst in deep mining were presented.
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.