Simulation-based investigation on the accuracy of discrete fracture network (DFN) representation
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[1] O. Stephansson,et al. Use of the distinct element method to perform stress analysis in rock with non-persistent joints and to study the effect of joint geometry parameters on the strength and deformability of rock masses , 1992 .
[2] Pinnaduwa Kulatilake,et al. Sampling bias on orientation of discontinuities , 1984 .
[3] Yinhe Zheng,et al. Estimation of the REV size for blockiness of fractured rock masses , 2016 .
[4] K. Farahmand,et al. Investigating the scale-dependency of the geometrical and mechanical properties of a moderately jointed rock using a synthetic rock mass (SRM) approach , 2018 .
[5] Zhiye Zhao,et al. Geological discontinuity persistence: Implications and quantification , 2018, Engineering Geology.
[6] E. T. Brown,et al. Rock Mechanics: For Underground Mining , 1985 .
[7] Qingfa Chen,et al. Integration of homogeneous structural region identification and rock mass quality classification , 2019, Royal Society Open Science.
[8] A. Baghbanan,et al. Numerical determination of deformability and strength of 3D fractured rock mass , 2018, International Journal of Rock Mechanics and Mining Sciences.
[9] X. Zhuang,et al. Estimation of the fracture diameter distributions using the maximum entropy principle , 2014 .
[10] Arild Palmström,et al. Measurements of and correlations between block size and rock quality designation (RQD) , 2005 .
[11] Pinnaduwa Kulatilake,et al. Estimation of rock mass strength and deformability in 3-D for a 30 m cube at a depth of 485 m at Äspö Hard Rock Laboratory , 2004 .
[12] N. Odling,et al. Scaling of fracture systems in geological media , 2001 .
[13] M. Mauldon,et al. Estimating Mean Fracture Trace Length and Density from Observations in Convex Windows , 1998 .
[14] Qing Wang,et al. Determination of structural domain boundaries in jointed rock masses: An example from the Songta dam site, China , 2014 .
[15] Pinnaduwa H.S.W. Kulatilake,et al. REV and its properties on fracture system and mechanical properties, and an orthotropic constitutive model for a jointed rock mass in a dam site in China , 2012 .
[16] Variance of non-parametric rock fracture mean trace length estimator , 2010 .
[17] Pinnaduwa Kulatilake,et al. The density of discontinuity traces in sampling windows , 1984 .
[18] J. Hadjigeorgiou,et al. Influence of Stope Excavation on Drift Convergence and Support Behavior: Insights from 3D Continuum and Discontinuum Models , 2018, Rock Mechanics and Rock Engineering.
[19] J. Thovert,et al. Permeability and percolation of anisotropic three-dimensional fracture networks. , 2008, Physical review. E, Statistical, nonlinear, and soft matter physics.
[20] J. Bear. Dynamics of Fluids in Porous Media , 1975 .
[21] Z. T. Bieniawski,et al. Engineering Rock Mass Classifications: A Complete Manual for Engineers and Geologists in Mining, Civil, and Petroleum Engineering , 1989 .
[22] Lianyang Zhang,et al. Estimating the intensity of rock discontinuities , 2000 .
[23] Scaling solutions for connectivity and conductivity of continuous random networks. , 2015, Physical review. E, Statistical, nonlinear, and soft matter physics.
[24] Xudong Han,et al. A 3D Fracture Network Model for the Undisturbed Rock Mass at the Songta Dam Site Based on Small Samples , 2016, Rock Mechanics and Rock Engineering.
[25] D. Jiang,et al. Physical simulation of construction and control of two butted-well horizontal cavern energy storage using large molded rock salt specimens , 2019, Energy.
[26] T. G. Carter,et al. A new and unified approach to improved scalability and volumetric fracture intensity quantification for GSI and rockmass strength and deformability estimation , 2018, International Journal of Rock Mechanics and Mining Sciences.
[27] F. Agliardi,et al. Structurally-controlled instability, damage and slope failure in a porphyry rock mass , 2013 .
[28] L. J. Lorig,et al. Application of discrete fracture networks in mining and civil geomechanics , 2015 .
[29] S. R. Hencher,et al. Forensic Excavation of Rock Masses: A Technique to Investigate Discontinuity Persistence , 2017, Rock Mechanics and Rock Engineering.
[30] Jianhui Deng,et al. An improved Monte Carlo simulation method for discontinuity orientations based on Fisher distribution and its program implementation , 2014 .
[31] Chung-In Lee,et al. Estimation of joint length distribution using window sampling , 2001 .
[32] Pinnaduwa Kulatilake,et al. Estimation of mean trace length of discontinuities , 1984 .
[33] Herbert H. Einstein,et al. Characterizing rock joint geometry with joint system models , 1988 .