Assessments of the effects of various fracture surface morphology on single fracture flow: A review

被引:34
作者
Gao, Min [1 ]
Zhang, Chengguo [1 ]
Oh, Joung [1 ]
机构
[1] Univ New South Wales, Sch Minerals & Energy Resources Engn, Sydney, NSW 2052, Australia
关键词
Surface roughness; Single fracture; Nonlinear flow; Coupled hydromechanical (HM) behaviours; NON-DARCY FLOW; NUMERICAL MANIFOLD METHOD; ROUGH-WALLED FRACTURES; MECHANICALLY COUPLED RESPONSE; LOCAL CUBIC LAW; FLUID-FLOW; NONLINEAR FLOW; ROCK FRACTURES; HYDROMECHANICAL BEHAVIOR; WATER-FLOW;
D O I
10.1016/j.ijmst.2022.07.005
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Natural rock joint permeability deviates from the classic fluid flow governing equations due to the inher-ent fracture surface roughness (i.e., contact points, spatial correlation, matching, varying aperture, iso-lated voids, infilling material, tortuosity and channellings) and engineering disturbance such as excavations. To improve the accuracy of fracture permeability evaluation, many efforts have been made in analytical, experimental, and numerical methods. This study reviews the modified mathematical gov-erning equations of fluid flow and classifies them based on different influencing factors, such as friction factor, aperture, tortuosity, inertia, and various in situ stress effects. Various experimental and simulation techniques for the coupled normal-and shear-stress flow problems were assessed, and their advantages and disadvantages were also analysed. Furthermore, different surface roughness descriptions and their impacts on mechanical and hydraulic behaviours were discussed, followed by the potential research directions for fracture flow problems. CO 2022 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:1 / 29
页数:29
相关论文
共 151 条
[1]  
Ahola M.P., 1996, Developments in Geotechnical Engineering, V79, P393
[2]   A MATHEMATICAL-MODEL FOR FLOW AND SOLUTE TRANSPORT IN NONHOMOGENEOUS ROCK FRACTURES [J].
AMADEI, B ;
ILLANGASEKARE, T .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1994, 31 (06) :719-731
[3]  
[Anonymous], 2019, FLAC3D-Fast Lagrangian analysis of continua in 3 dimensions
[4]  
users guide
[5]   Permeability anisotropy induced by the shear displacement of rough fracture walls [J].
Auradou, H ;
Drazer, G ;
Hulin, JP ;
Koplik, J .
WATER RESOURCES RESEARCH, 2005, 41 (09) :1-10
[6]   Fracture void structure: implications for flow, transport and deformation [J].
Aydin, A .
ENVIRONMENTAL GEOLOGY, 2001, 40 (06) :672-677
[7]   Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture [J].
Baghbanan, Alireza ;
Jing, Lanru .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2008, 45 (08) :1320-1334
[8]   FUNDAMENTALS OF ROCK JOINT DEFORMATION [J].
BANDIS, SC ;
LUMSDEN, AC ;
BARTON, NR .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1983, 20 (06) :249-268
[9]   STRENGTH, DEFORMATION AND CONDUCTIVITY COUPLING OF ROCK JOINTS [J].
BARTON, N ;
BANDIS, S ;
BAKHTAR, K .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1985, 22 (03) :121-140
[10]   SHEAR-STRENGTH OF ROCK AND ROCK JOINTS [J].
BARTON, N .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1976, 13 (09) :255-279