[1] ROUAI M. Application of Fractal Geometry to 2nd Fracture Networks in the Middle Atlas Aquifer(Morocco)[C]// At The 9th Agile Conference on Geographic Information Science. Visegrád：[s.n.]，2006：339–344.

[2] DAVY P. On the frequency-length distribution of the san and reas fault system[J]. Journal of Geophysical Research，1993，98(B7)：12 141–    12 151.

[3] WONG T F，FREDRICH J T，GWANMESIA G D. Crack aperture statistics and pore space fractal geometry of westerly granite and rutland quartzite：implications for an elastic contact model of rock compressibility[J]. Journal of Geophysical Research，1989，94(B8)：10 267–10 278.

[4] COLLEEN A，BARTON，ZOBACK MARK D. Self-similar distribution and properties of macroscopic fractures at depth in crystalline rock in the cajon pass scientific drill hole[J]. Journal of Geophysical Research，1992，97(B4)：5 181–5 200.

[5] JOHNSTON J，MCCAFFREY K J W. Fractal geometries of vein systems and the variation of scaling relationships with mechanism[J]. Journal of Structure Geology，1996，18(2)：349–358. 

[6] BARTON N R，BANDIS S C，BAKHTAR K. Strength，deformation and conductivity coupling of rock joints[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1985，22(3)：121–140.

[7] BELFIELD W C，SOVITCH J. Fractures Statistics from Horizontal Wellbores[J]. Journal of Canadian Petroleum Technology，1995，34(1)：47–50.

[8] 方  涛，柴军瑞，胡海浪，等. Monte Carlo方法在岩体裂隙结构面模拟中的应用[J]. 露天采矿技术，2007，(1)：7–13.(FANG Tao，CHAI Junrui，HU Hailing，et al. Application of monte carlo method to simulating the fracture interconnectivity of rock mass[J]. Opencast Mining Technology，2007，(1)：7–13.(in Chinese))

[9] 贾洪彪，唐辉明，刘佑荣. 岩体结构面网络模拟技术研究进展[J]. 地质科技情报，2001，20(1)：105–108.(JIA Hongbiao，TANG Huiming，LIU Yourong. Advanced in the study of rock discontinuity network modeling technique[J]. Geological Science And Technology Information，2001，20(1)：105–108.(in Chinese))

[10] 龙治国，刘佑荣，倪  恒. 岩体结构面网络模拟在滑坡中的应用[J]. 土工基础，2002，16(4)：34–39.(LONG Zhiguo，LIU Yourong，NI Heng. Application of network simulation of discontinuities of rock mass on landslide[J]. Soil Engineering and Foundation，2002，16(4)：34–39.(in Chinese))

[11] 王  涛，盛  谦，陈晓玲. 基于直接法节理网络模拟的三维离散单元法计算[J]. 岩石力学与工程学报，2005，24(10)：1 649–1 653. (WANG Tao，SHENG Qian，CHEN Xiaoling. 3D Discrete element method based on direct method of joint network simulation[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(10)：1 649–1 653.(in Chinese))

[12] 王志鹏. 节理裂隙网络模拟及其在地下工事稳定性分析中的应用[硕士学位论文][D]. 济南：山东大学，2012.(WANG Zhipeng. Joints network simulation and its application in the stability analysis of underground cavern[M. S. Thesis][D]. Jinan：Shandong University，2012.(in Chinese))

[13] STONE D. Sub-surface maps predicted from borehole data：an example from the eye-dashwa pluton，Atikokan，Canada[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1984，21(1)：183–194.

[14] HATTON C G，MAIN I G，MEREDITH P G. Non-universal scaling of fracture length and opening displacement[J]. Nature，367(2)：160–162.

[15] VERMILYE J M，SCHOLZ C. Relation between vein length and aperture[J]. Journal of Structure Geology，1995，17(3)：423–434.

[16] ODLING N E. Scaling and connectivity of joint systems in sandstones from western norway[J]. Journal of Structure Geology，1997，19(10)：1 257–1 271.

[17] HWALMANN T，MALTHE-SØRENSSEN A，FEDER J，et al. Scaling relations for the lengths and widths of fractures[J]. Physical Review Letters，1996，77(27)：5 393–5 396.

[18] 刘泉声，吴月秀，刘  滨. 应力对裂隙岩体等效渗透系数影响的离散元分析[J]. 岩石力学与工程学报，2011，30(1)：176–183.(LIU Quansheng，WU Yuexiu，LIU Bin. Discrete element analysis of effect of stress on equivalent permeability of fractured rock mass[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(1)：176–183.(in Chinese))

[19] MIN K B，JING L R. Numerical determination of the equivalent elastic compliance tensor for fractured rock masses using the distinct element method[J]. International Journal of Rock Mechanics and Mining Sciences，2003，40(6)：795–816.

[20] WEI Z Q. permeability predictions for jointed rock masses[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1995，32(3)：251–261.

[21] LONG J C S，REMER J S，WILSON C R，et al. Porous media equivalents for networks of discontinuous fractures[J]. Water Resources Research，1982，18(3)：645–658.

[22] 向文飞. 裂隙岩体表征单元体及力学特性尺寸效应研究[博士学位论文][D]. 武汉：武汉大学，2005.(XIANG Wenfei. A study on the representative elementtary volume of fractured rock masses and the size effects of mechanical properties[Ph. D. Thesis][D]. Wuhan：Wuhan University，2005.(in Chinese))

[23] 张宜虎. 岩体等效水力学参数研究[博士学位论文][D]. 武汉：中国地质大学，2006.(ZHANG Yihu. Equivalent hydro-mechanical parameters of rock mass[Ph. D. Thesis][D]. Wuhan：China University of Geosciences，2006.(in Chinese))

[24] 张秀丽. 断续节理岩体破坏过程的数值分析方法研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2007.(ZHANG Xiuli. Study on numerical methods for modeling failure process of semicontinuous jointed rock mass[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2007.(in Chinese))

[25] HAMM S Y，KIM M，CHEONG J Y，et al. Relationship between hydraulic conductivity and fracture properties estimated from packer tests and borehole data in a fractured granite[J]. Engineering Geology，2007，92(1)：73–87.

[26] RENSHAW C，PARK J. Effect of mechanical interactions on the scaling of fracture length and aperture[J]. Nature，1997，386(6624)：482–484.

[27] DREUZY J R DE，DAVY P，AND BOUR O. Hydraulic properties of two-dimensional random fracture networks following power law distributions of length and aperture[J]. Water Resources Research，2002，38(12)：1–9.

[28] BONNET E，BOUR O，ODLING N E，et al. Scaling of fracture systems in geological media[J]. Reviews of Geophysics，2001，39(3)：347–383.

[29] JOURDE H，FENART P，VINCHES M，et al. Relationship between the geometrical and structural properties of layered fractured rocks and their effective permeability tensor：a simulation study[J]. Journal of Hydrology，2007，337(1/2)：117–132.

[30] BAGHBANAN A，JING L R. Hydraulic properties of fractured rock mass with correlated fracture length and aperture[J]. International Journal of Rock Mechanics and Mining Sciences，2007，44(5)：704–719.

[31] NIREX L. The lithological and discontinuity characteristics of the Borrowdale Volcanic Group at the outcrop in the Craghouse Park and Latterbarrow areas[R]. Harwell，UK：[s. n.]，1997.

[32] NIREX L. Evaluation of heterogeneity and scaling of fractures in the Borrowdale Volcanic Group in the Sella?eld area[R]. Harwell，UK：[s. n.]，1997.

[33] MIN K B，Fractured rock masses as equivalent continua—a numerical study[Ph. D. Thesis]. Sweden：KTH Land and Water Resources Engineering，2004.

吴月秀，刘泉声，卢海峰，等. UDEC 中 Saeb-Amadei 节理本构模型的二次开发[J]. 岩石力学与工程学报，2012，31(增1)：3 022–   3 030.(WU Yuexiu，LIU Quansheng，LU Haifeng，et al. Implementation of saeb-amadei model into user-defined joint constitutive model in UDEC[J]. Chinese Journal of Rock Mechanics and Engineering，2012，