[1] XU T F, APPS J A, PRUESS K. Numerical simulation of CO2 disposal by mineral trapping in deep aquifers[J]. Applied Geochemistry, 2004, 19(6):917-936.
[2] TSANG C F, BERNIER F, DAVIES C. Geohydromechanical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays[J]. International Journal of Rock Mechanics and Mining Sciences, 2005, 42(1):109-125.
[3] ZHANG H, FALCONE G, TEODORIU C. Modeling fully transient two-phase flow in the near-wellbore region during liquid loading in gas wells[J]. Journal of Natural Gas Science and Engineering, 2010, 2(2-3):122-131.
[4] 汪小刚, 贾志欣, 张发明, 等. 岩体结构面网络模拟原理及其工程应用[M]. 北京:中国水利水电出版社, 2010. WANG X G, JIA Z X, ZHANG F M, et al. Rock mass structural plane network simulation principle and its engineering application[M]. Beijing:China Water Conservancy and Hydropower Press, 2010. (in Chinese)
[5] LIU R C, LI B, JIANG Y J, et al. Review:Mathematical expressions for estimating equivalent permeability of rock fracture networks[J]. Hydrogeology Journal, 2016, 24(7):1623-1649.
[6] 叶祖洋, 姜清辉, 姚池, 等. 岩体裂隙网络非稳定渗流分析与数值模拟[J]. 岩土力学, 2013, 34(4):1171-1178. YE Z Y, JIANG Q H, YAO C, et al. Formulation and simulation of non-steady seepage flow through fracture network in rock masses[J]. Rock and Soil Mechanics, 2013, 34(4):1171-1178. (in Chinese)
[7] 姚池, 姜清辉, 叶祖洋, 等. 裂隙网络无压渗流分析的初流量法[J]. 岩土力学, 2012, 33(6):1896-1903. YAO C, JIANG Q H, YE Z Y, et al. Initial flow method for unconfined seepage problems of fracture networks[J]. Rock and Soil Mechanics, 2012, 33(6):1896-1903. (in Chinese)
[8] BOGDANOV I I, MOURZENKO V V, THOVERT J F, et al. Effective permeability of fractured porous media in steady state flow[J]. Water Resources Research, 2003, 39(1):257-263.
[9] VU M N, POUYA A, SEYEDI D M. Effective permeability of three-dimensional porous media containing anisotropic distributions of oriented elliptical disc-shaped fractures with uniform aperture[J]. Advances in Water Resources, 2018, 118:1-11.
[10] HYMAN J D, KARRA S, CAREY J W, et al. Discontinuities in effective permeability due to fracture percolation[J]. Mechanics of Materials, 2018, 119:25-33.
[11] ADLER P M, THOVERT J F, MOURZENKO V V. Fractured porous media[M]. Oxford:Oxford University Press, 2013.
[12] YAO C, HE C, YANG J H, et al. A novel numerical model for fluid flow in 3D fractured porous media based on an equivalent matrix-fracture network[J]. Geofluids, 2019, 2019:9736729.
[13] LANG P S, PALUSZNY A, ZIMMERMAN R W. Permeability tensor of three-dimensional fractured porous rock and a comparison to trace map predictions[J]. Journal of Geophysical Research:Solid Earth, 2014, 119(8):6288-6307.
[14] MOURZENKO V V, THOVERT J F, ADLER P M. Permeability of isotropic and anisotropic fracture networks, from the percolation threshold to very large densities[J]. Physical Review E, 2011, 84(3):036307.
[15] REN F, MA G W, WANG Y, et al. Unified pipe network method for simulation of water flow in fractured porous rock[J]. Journal of Hydrology, 2017, 547:80-96.
[16] REN F, MA G W, WANG Y, et al. Pipe network model for unconfined seepage analysis in fractured rock masses[J]. International Journal of Rock Mechanics and Mining Sciences, 2016, 88:183-196.
[17] 何忱, 姚池, 杨建华, 等. 基于等效离散裂隙网络的三维裂隙岩体渗流模型[J]. 岩石力学与工程学报, 2019, 38(S1):2748-2759. HE C, YAO C, YANG J H, et al. A 3D model for flow in fractured rock mass based on the equivalent discrete fracture network[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(S1):2748-2759. (in Chinese)
[18] KOUDINA N, GARCIA R G, THOVERT J F, et al. Permeability of three-dimensional fracture networks[J]. Physical Review E, 1998, 57(4):4466-4479.
[19] KHAMFOROUSH M, SHAMS K, THOVERT J F, et al. Permeability and percolation of anisotropic three-dimensional fracture networks[J]. Physical Review E, 2008, 77(5):056307.
[20] BOGDANOV I I, MOURZENKO V V, THOVERT J F, et al. Effective permeability of fractured porous media with power-law distribution of fracture sizes[J]. Physical Review E, 2007, 76(3):036309.
[21] SHAFIRO B, KACHANOV M. Anisotropic effective conductivity of materials with nonrandomly oriented inclusions of diverse ellipsoidal shapes[J]. Journal of Applied Physics, 2000, 87(12):8561-8569.
[22] 周创兵, 熊文林. 双场耦合条件下裂隙岩体的渗透张量[J]. 岩石力学与工程学报, 1996, 15(4):338-344. ZHOU C B, XIONG W L. Permeability tensor for jointed rock masses in coupled seepage and stress field[J]. Chinese Journal of Rock Mechanics and Engineering, 1996, 15(4):338-344. (in Chinese)
[23] 陈益峰, 周创兵, 胡冉, 等. 大型水电工程渗流分析的若干关键问题研究[J]. 岩土工程学报, 2010, 32(9):1448-1454. CHEN Y F, ZHOU C B, HU R, et al. Key issues on seepage flow analysis in large scale hydropower projects[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(9):1448-1454. (in Chinese)