Wentao Yang, Xiaopeng Su, Zhou Lei, Wenjie Wu, Xu Wei, Ruide Lei
{"title":"Anisotropic flow characteristics in single-fractured tensile and shear fractures of granite subjected to various confining stress","authors":"Wentao Yang, Xiaopeng Su, Zhou Lei, Wenjie Wu, Xu Wei, Ruide Lei","doi":"10.1144/qjegh2023-094","DOIUrl":null,"url":null,"abstract":"Anisotropic flow characteristics in single-fractured tensile and shear fractures of granite subjected to various confining stress were investigated by experiments and experimental results-based flow simulations. Anisotropic characteristics in aspects like permeability reduction rate, stress dependency of permeability, flow path in fracture and fracture aperture distribution were analyzed and compared between tensile and shear fractures. The main conclusions are as follows: (1) for tensile fracture, k X is slightly lower than k Y , the average permeability anisotropic coefficient <mml:math xmlns:mml=\"http://www.w3.org/1998/Math/MathML\" overflow=\"scroll\"> <mml:mi>α</mml:mi> </mml:math> k ( <mml:math xmlns:mml=\"http://www.w3.org/1998/Math/MathML\" overflow=\"scroll\"> <mml:mi>α</mml:mi> </mml:math> k = k X / k Y ) is in the range of 0.236∼0.779. For shear fracture, k X is obviously lower than k Y , <mml:math xmlns:mml=\"http://www.w3.org/1998/Math/MathML\" overflow=\"scroll\"> <mml:mi>α</mml:mi> </mml:math> k is in the range of 0.038∼0.163, therefore, the permeability anisotropy in shear fracture is stronger than tensile fracture. (2) Strong channeling effect exists in both shear and tensile fractures. The stress dependence coefficient of permeability is 0.731MPa -1 in X direction and 0.365MPa -1 in Y direction for tensile fracture and this data is 0.034 and 0.010MPa -1 respectively for shear fracture, indicating that the dependency of permeability on stress also shows anisotropic. (3) An empirical model of <mml:math xmlns:mml=\"http://www.w3.org/1998/Math/MathML\" overflow=\"scroll\"> <mml:mi>α</mml:mi> </mml:math> k based on stress and fracture aperture variogram was proposed. Based on <mml:math xmlns:mml=\"http://www.w3.org/1998/Math/MathML\" overflow=\"scroll\"> <mml:mi>α</mml:mi> </mml:math> k , permeability along both X and Y directions can be predicted well, especially under relatively high confining stress.","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":"60 3","pages":"0"},"PeriodicalIF":1.3000,"publicationDate":"2023-11-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Quarterly Journal of Engineering Geology and Hydrogeology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1144/qjegh2023-094","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Anisotropic flow characteristics in single-fractured tensile and shear fractures of granite subjected to various confining stress were investigated by experiments and experimental results-based flow simulations. Anisotropic characteristics in aspects like permeability reduction rate, stress dependency of permeability, flow path in fracture and fracture aperture distribution were analyzed and compared between tensile and shear fractures. The main conclusions are as follows: (1) for tensile fracture, k X is slightly lower than k Y , the average permeability anisotropic coefficient α k ( α k = k X / k Y ) is in the range of 0.236∼0.779. For shear fracture, k X is obviously lower than k Y , α k is in the range of 0.038∼0.163, therefore, the permeability anisotropy in shear fracture is stronger than tensile fracture. (2) Strong channeling effect exists in both shear and tensile fractures. The stress dependence coefficient of permeability is 0.731MPa -1 in X direction and 0.365MPa -1 in Y direction for tensile fracture and this data is 0.034 and 0.010MPa -1 respectively for shear fracture, indicating that the dependency of permeability on stress also shows anisotropic. (3) An empirical model of α k based on stress and fracture aperture variogram was proposed. Based on α k , permeability along both X and Y directions can be predicted well, especially under relatively high confining stress.
期刊介绍:
Quarterly Journal of Engineering Geology and Hydrogeology is owned by the Geological Society of London and published by the Geological Society Publishing House.
Quarterly Journal of Engineering Geology & Hydrogeology (QJEGH) is an established peer reviewed international journal featuring papers on geology as applied to civil engineering mining practice and water resources. Papers are invited from, and about, all areas of the world on engineering geology and hydrogeology topics. This includes but is not limited to: applied geophysics, engineering geomorphology, environmental geology, hydrogeology, groundwater quality, ground source heat, contaminated land, waste management, land use planning, geotechnics, rock mechanics, geomaterials and geological hazards.
The journal publishes the prestigious Glossop and Ineson lectures, research papers, case studies, review articles, technical notes, photographic features, thematic sets, discussion papers, editorial opinion and book reviews.