[1] Snow, D. T. (1969). Anisotropie permeability of fractured media. Water resources research, 5(6), 1273-1289.
[2] Priest, S., and Hudson, J. (1976). Discontinuity spacings in rock. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 13(5), 135-148.
[3] Andersson, J., Shapiro, A. M., and Bear, J. (1984). A stochastic model of a fractured rock conditioned by measured information. Water Resources Research, 20(1), 79-88.
[4] Andersson, J., and Thunvik, R. (1986). Predicting mass transport in discrete fracture networks with the aid of geometrical field data. Water Resources Research, 22(13), 1941-1950.
[5] Song, W. K., Hamm, S. Y., & Cheong, J. Y. (2006). Estimation of groundwater discharged into a tunnel. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, 3(21), 460.
[6] Joolaei, A., and Baghbanan, A. (2013). Three Dimensional Fluid Flow Modeling in Fractured Rocks using NumericalPipe Network Approach. 9the International Congress on Civil Engineering (pp. 1-6). Isfahan : Isfahan University of Technology.
[7] Noroozi, M., Kakaie, R., and Jalali, S. (2015). 3D geometrical-stochastical modeling of rock mass joint networks: case study of the right bank of Rudbar Lorestan Dam plant. Journal of Geology and Mining Research, 7(1), 1-10.
[8] Fereshtenejad, S., Afshari, M. K., Bafghi, A. Y., Laderian, A., Safaei, H. and Song, J.-J,. (2016). A discrete fracture network model for geometrical modeling of cylindrically folded rock layers. Engineering Geology, 215, 81-90.
[9] Wang, C.J. and Vecchiarelli, A., (2019). June. A geostatistical approach to modelling DFN: a block size.
[10] Smeraglia, L., Mercuri, M., Tavani, S., Pignalosa, A., Kettermann, M., Billi, A., and Carminati, E. (2021). 3D Discrete Fracture Network (DFN) models of damage zone fluid corridors within a reservoir-scale normal fault in carbonates: multiscale approach using field data and UAV imagery. Marine and Petroleum Geology, 126, 104902.
[11] Li, X., Liu, J., Gong, W., Xu, Y., and Bowa, V. M. (2022). A discrete fracture network based modeling scheme for analyzing the stability of highly fractured rock slope. Computers and Geotechnics, 141, 104558.
[12] Rouleau, A., and Gale, J. (1987). Stochastic discrete fracture simulation of groundwater flow into an underground excavation in granite. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 24(2), 99-112.
[13] Falconer, K. (1990). Fractal Geometry: Mathematical Foundations and Applications, Wiley, Chichester.
[14] Du, S., Van Wyk, B., Tu, C., Zhang, X. (2009). An Improved Hough Transform Neighborhood Map for Straight Line Segments, IEEE Transactions on Image Processing, 19: 573-585, DOI: 10.1109/TIP.2009.2036714.
]15[ بصیرت، روح الله ، تاثیر شبکه شکستگی ها بر گسترش شکست هیدرولیکی در مخازن هیدروکربنی، رساله دکتری دانشگاه تربیت مدرس،1398.
[16] Newman, M. E. J., (2005). Power laws, Pareto distributions and Zipf’s law, Contemporary Phys., 46, 323– 351.
[17] Lei, Q., and Wang, X., (2016). Tectonic interpretation of the connectivity of a multiscale fracture system in limestone, Geophys. Res. Lett., 43, 1551–1558, doi: 10.1002/2015GL067277.
]18[ بهروز، پاریاب، ، ارائه مدلی برای شبکه درزه داری و تخمین آب ورودی به داخل حفریات زیر زمینی-مطالعه موردی، رساله کارشناسی ارشد دانشگاه تربیت مدرس،1391.
[19] Mancuso, F., Di Benedetto, P., Tosolini, L., Buttironi, M. M., Beltrame, A., and Causero, A. (2021). Treatment options for massive rotator cuff tears: a narrative review. Acta Bio Medica: Atenei Parmensis, 92 (Suppl 3), e2021026.