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Rock Mechanics and Rock Engineering

Erschienen in:

10.04.2020 | Technical Note

Hydraulic Characteristics of Rough Joints Under Coupled Shear-Flow Conditions: An Experimental Study

verfasst von: Yang Gui, Caichu Xia, Wenqi Ding, Xin Qian, Shigui Du

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 7/2020

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Excerpt

The rock joints weaken the strength of rock mass and supply flow paths for fluid flow. Investigation of a single rock joint is a primary issue for rock mass. Many fluid flow models have been proposed based on the famous parallel-plate model (Louis 1971; Schrauf and Evans 1986; Brown 1987; Zimmerman and Bodvarsson 1996), which is also known as cubic law (Witherspoon et al. 1980):

$$Q = - \frac{{we_{{\text{h}}}^{3} }}{12\mu }\nabla P = - \frac{{kA_{{\text{s}}} }}{\mu }\nabla P,$$

(1)

$$k = \frac{{e_{{\text{h}}}^{2} }}{12},$$

(2)

…

Vorheriger Artikel Investigation on the Failure Characteristics and Fracture Classification of Shale Under Brazilian Test Conditions

Nächster Artikel Deformation of Healed Rock Joints Under Tension: Experimental Study and Empirical Model

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Archambault G, Gentier S, Riss J, Flamand R (1997) The evolution of void spaces (permeability) in relation with rock joint shear behavior. Int J Rock Mech Min Sci 34(3–4):14.e1–14.e15

Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech Rock Eng 10(1):1–54

Belem T, Mountaka S, Homand EF (2007) Modeling surface roughness degradation of rock joint wall during monotonic and cyclic shearing. Acta Geotech 2(4):227–248

Brown SR (1987) Fluid flow through rock joints: the effect of surface roughness. J Geophys Res–Sol Ea 92(B2):1337–1347

Brown S, Caprihan A, Hardy R (1998) Experimental observation of fluid flow channels in a single fracture. J Geophys Res–Sol Ea 103(B3):5125–5132

Brush DJ, Thomson NR (2003) Fluid flow in synthetic rough−walled fractures: Navier−Stokes, stokes, and local cubic law simulations. Water Resour Res 39(4):1085–1100

Chen YF, Zhou JQ, Hu SH, Hu R, Zhou CB (2015) Evaluation of Forchheimer equation coefficients for non−Darcy flow in deformable rough−walled fractures. J Hydrol 529:993–1006

Fathi A, Moradian Z, Rivard P, Ballivy G, Boyd AJ (2015) Geometric effect of asperities on shear mechanism of rock joints. Rock Mech Rock Eng 49(3):1–20

Fourar M, Bories S, Lenormand R, Persoff P (1993) Two−phase flow in smooth and rough fractures: measurement and correlation by porous−medium and pipe flow models. Water Resour Res 29(11):3699–3708

Gui Y, Xia CC, Ding WQ, Qian X, Du SG (2017) A New Method for 3D modeling of joint surface degradation and void space evolution under normal and shear loads. Rock Mech Rock Eng 50(10):2827–2836

Hans J, Boulon M (2003) A new device for investigating the hydromechanical properties of rock joints. Int J Numer Anal Meth Geomech 27(6):513–548

Javadi M, Sharifzadeh M, Shahriar K, Mitani Y (2014) Critical reynolds number for nonlinear flow through rough−walled fractures: the role of shear processes. Water Resour Res 50(2):1789–1804

Koyama T, Fardin N, Jing LR, Stephansson O (2006) Numerical simulation of shear−induced flow anisotropy and scale−dependent aperture and transmissivity evolution of rock fracture replicas. Int J Rock Mech Min Sci 43(1):89–106

Lee HS, Cho TF (2002) Hydraulic characteristics of rough fractures in linear flow under normal and shear load. Rock Mech Rock Eng 35(4):299–318

Li B, Jiang Y, Koyama T, Jing LR, Tanabashi Y (2008) Experimental study of the hydro−mechanical behavior of rock joints using a parallel−plate model containing contact areas and artificial fractures. Int J Rock Mech Min Sci 45(3):362–375

Li HL, Lu YY, Zhou L, Tang JR, Han SB, Ao X (2018) Experimental and model studies on loading path−dependent and nonlinear gas flow behavior in shale fractures. Rock Mech Rock Eng 51(1):227–242

Louis C (1971) A study of groundwater flow in jointed rock and its influence on stability of rock masses. In: Rock Mech Res Rep 10, Imperial College

Massey BS, Ward−Smith AJ (2006) Mechanics of fluids, 8th edn. CRC Press, London

Nowamooz A, Radilla G, Fourar M (2009) Non−darcian two−phase flow in a transparent replica of a rough−walled rock fracture. Water Resour Res 45(7):W07406

Olsson R, Barton N (2001) An improved model for hydromechanical coupling during shearing of rock joints. Int J Rock Mech Min Sci 38(3):317–329

Qian J, Zhan H, Luo S, Zhao W (2007) Experimental evidence of scale−dependent hydraulic conductivity for fully developed turbulent flow in a single fracture. J Hydrol 339(3–4):206–215

Radilla G, Nowamooz A, Fourar M (2013) Modeling non−darcian single− and two−phase flow in transparent replicas of rough−walled rock fractures. Transp Porous Med 98(2):401–426

Rong G, Yang J, Cheng L, Zhou CB (2016) Laboratory investigation of nonlinear flow characteristics in rough fractures during shear process. J Hydrol 541(B):1385–1394

Ruth D, Ma H (1992) On the derivation of the Forchheimer equation by means of the averaging theorem. Transp Porous Med 7(3):255–264

Schrauf TW, Evans DD (1986) Laboratory studies of gas flow through a single natural fracture. Water Resour Res 22(7):1038–1050

Tse R, Cruden DM (1979) Estimating joint roughness coefficients. Int J Rock Mech Min Sci Geomech Abstr 16:303–307

Tzelepis V, Moutsopoulos KN, Papaspyros JNE, Tsihrintzis VA (2015) Experimental investigation of flow behavior in smooth and rough artificial fractures. J Hydrol 521:108–118

Wang M, Chen Y, Ma G, Zhou J, Zhou C (2016) Influence of surface roughness on nonlinear flow behaviors in 3D self-affine rough fractures: lattice Boltzmann simulations. Adv Water Resour 96:373–388

Witherspoon PA, Wang JSY, Iwai K, Gale JE (1980) Validity of cubic law for fluid flow in a deformable rock fracture. Water Resour Res 16(6):1016–1024

Xia CC, Tang ZC, Xiao WM, Song YL (2014) New peak shear strength criterion of rock joints based on quantified surface description. Rock Mech Rock Eng 47(2):387–400

Xiong XB, Li B, Jiang Y, Koyama T, Zhang C (2011) Experimental and numerical study of the geometrical and hydraulic characteristics of a single rock fracture during shear. Int J Rock Mech Min Sci 48(8):1292–1302

Zhang Z, Nemcik J (2013a) Fluid flow regimes and nonlinear flow characteristics in deformable rock fractures. J Hydrol 477:139–151

Zhang Z, Nemcik J (2013b) Friction factor of water flow through rough rock fractures. Rock Mech Rock Eng 46(5):1125–1134

Zhou JQ, Hu SH, Fang S, Chen YF, Zhou CB (2015) Nonlinear flow behavior at low Reynolds numbers through rough−walled fractures subjected to normal compressive loading. Int J Rock Mech Min Sci 80:202–218

Zhou JQ, Hu SH, Chen YF, Wang M, Zhou CB (2016) The friction factor in the forchheimer equation for rock fractures. Rock Mech Rock Eng 49(8):3055–3068

Zhou SW, Rabczuk T, Zhuang XY (2018a) Phase field modeling of quasi-static and dynamic crack propagation: COMSOL implementation and case studies. Adv Eng Softw 122:31–49

Zhou SW, Zhuang XY, Rabczuk T (2018b) A phase-field modeling approach of fracture propagation in poroelastic media. Eng Geol 240:189–203

Zhou JQ, Chen YF, Tang HM, Wang LC, Cardenas MB (2019a) Disentangling the simultaneous effects of inertial losses and fracture dilation on permeability of pressurized fractured rocks. Geophys Res Lett 46:1441–1448

Zhou JQ, Chen YF, Wang LC, Cardenas MB (2019b) Universal relationship between viscous and inertial permeability of geologic porous media. Geophys Res Lett 46:8862–8871

Zimmerman RW, Bodvarsson GS (1996) Hydraulic conductivity of rock fractures. Transp Porous Med 23(1):1–30

Titel: Hydraulic Characteristics of Rough Joints Under Coupled Shear-Flow Conditions: An Experimental Study
verfasst von: Yang Gui
Caichu Xia
Wenqi Ding
Xin Qian
Shigui Du
Publikationsdatum: 10.04.2020
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 7/2020
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-020-02092-5

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