{"title":"裂隙岩体渗透性及各向异性特征研究","authors":"Kejing Chen, Qinghui Jiang","doi":"10.1007/s10064-025-04514-6","DOIUrl":null,"url":null,"abstract":"<div><p>This paper introduces a method for determining the permeability matrix of fractured rock masses using a fracture geometry tensor. By utilizing the eigenvalues of the permeability matrix, the calculated anisotropy index (<i>K</i><sub><i>AI</i></sub>) provides insight into the permeability characteristics of fractured rock masses. This index ranges from 0 to 1.414, with higher values signifying a more pronounced degree of anisotropy. Through a detailed analysis of fracture distribution, the study systematically examines the degree of anisotropy across various fracture patterns. It reveals the impact of fracture spacing and aperture on permeability anisotropy, while expertly characterizing the spatial variability of the permeability matrix elements. Furthermore, the relationship between confining pressure and fracture aperture is explored, shedding light on the effects of confining stress on seepage behavior. The findings elucidate how confining pressure alters both the aperture ratio and the anisotropy index of fractures. The mechanisms by which variations in direction and spacing affect permeability parameters under different confining pressures are investigated. By integrating these insights with results from comprehensive field measurements of ground stress, a relationship between stress and depth is constructed, revealing how changes in depth influence permeability characteristics. This research not only advances the understanding of fractured rock masses but also paves the way for more effective management and utilization of subsurface resources.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 11","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation of permeability properties and anisotropy characteristics for fractured rock masses\",\"authors\":\"Kejing Chen, Qinghui Jiang\",\"doi\":\"10.1007/s10064-025-04514-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This paper introduces a method for determining the permeability matrix of fractured rock masses using a fracture geometry tensor. By utilizing the eigenvalues of the permeability matrix, the calculated anisotropy index (<i>K</i><sub><i>AI</i></sub>) provides insight into the permeability characteristics of fractured rock masses. This index ranges from 0 to 1.414, with higher values signifying a more pronounced degree of anisotropy. Through a detailed analysis of fracture distribution, the study systematically examines the degree of anisotropy across various fracture patterns. It reveals the impact of fracture spacing and aperture on permeability anisotropy, while expertly characterizing the spatial variability of the permeability matrix elements. Furthermore, the relationship between confining pressure and fracture aperture is explored, shedding light on the effects of confining stress on seepage behavior. The findings elucidate how confining pressure alters both the aperture ratio and the anisotropy index of fractures. The mechanisms by which variations in direction and spacing affect permeability parameters under different confining pressures are investigated. By integrating these insights with results from comprehensive field measurements of ground stress, a relationship between stress and depth is constructed, revealing how changes in depth influence permeability characteristics. This research not only advances the understanding of fractured rock masses but also paves the way for more effective management and utilization of subsurface resources.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 11\",\"pages\":\"\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-10-06\",\"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/s10064-025-04514-6\",\"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/s10064-025-04514-6","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}
Investigation of permeability properties and anisotropy characteristics for fractured rock masses
This paper introduces a method for determining the permeability matrix of fractured rock masses using a fracture geometry tensor. By utilizing the eigenvalues of the permeability matrix, the calculated anisotropy index (KAI) provides insight into the permeability characteristics of fractured rock masses. This index ranges from 0 to 1.414, with higher values signifying a more pronounced degree of anisotropy. Through a detailed analysis of fracture distribution, the study systematically examines the degree of anisotropy across various fracture patterns. It reveals the impact of fracture spacing and aperture on permeability anisotropy, while expertly characterizing the spatial variability of the permeability matrix elements. Furthermore, the relationship between confining pressure and fracture aperture is explored, shedding light on the effects of confining stress on seepage behavior. The findings elucidate how confining pressure alters both the aperture ratio and the anisotropy index of fractures. The mechanisms by which variations in direction and spacing affect permeability parameters under different confining pressures are investigated. By integrating these insights with results from comprehensive field measurements of ground stress, a relationship between stress and depth is constructed, revealing how changes in depth influence permeability characteristics. This research not only advances the understanding of fractured rock masses but also paves the way for more effective management and utilization of subsurface resources.
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.