不同围应力作用下花岗岩单裂缝拉剪裂缝各向异性流动特征

IF 1.3 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL
Wentao Yang, Xiaopeng Su, Zhou Lei, Wenjie Wu, Xu Wei, Ruide Lei
{"title":"不同围应力作用下花岗岩单裂缝拉剪裂缝各向异性流动特征","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":"{\"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}","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

摘要

通过实验和基于实验结果的流动模拟,研究了不同围应力作用下花岗岩单裂缝拉剪裂缝的各向异性流动特征。分析并比较了张缝与剪切缝在渗透率降低率、渗透率应力依赖性、裂缝内流道、裂缝孔径分布等方面的各向异性特征。主要结论如下:(1)对于张性裂缝,k X略低于k Y,平均渗透率各向异性系数α k (α k = k X / k Y)在0.236 ~ 0.779之间。对于剪切裂缝,k X明显小于k Y, α k在0.038 ~ 0.163范围内,因此,剪切裂缝的渗透率各向异性强于拉伸裂缝。(2)剪切裂缝和张拉裂缝均存在较强的通道效应。拉伸裂缝X方向渗透率应力依赖系数为0.731MPa -1, Y方向渗透率应力依赖系数为0.365MPa -1,剪切裂缝渗透率应力依赖系数分别为0.034 mpa -1和0.010MPa -1,表明渗透率对应力的依赖也具有各向异性。(3)提出了基于应力和裂缝孔径变异函数的α k经验模型。基于α k,可以很好地预测X和Y方向的渗透率,特别是在较高围应力条件下。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Anisotropic flow characteristics in single-fractured tensile and shear fractures of granite subjected to various confining stress
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.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
3.40
自引率
14.30%
发文量
66
审稿时长
6 months
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信