Multi-dimensional size effects and representative elements for non-persistent fractured rock masses: A perspective of geometric parameter distribution

[1]  Jianhui Deng,et al.  Estimation of fracture size and azimuth in the universal elliptical disc model based on trace information , 2022, Journal of Rock Mechanics and Geotechnical Engineering.

[2]  A. Henk,et al.  Upscaling of fractured rock mass properties – An example comparing Discrete Fracture Network (DFN) modeling and empirical relations based on engineering rock mass classifications , 2021, Engineering Geology.

[3]  Jianhui Deng,et al.  A universal elliptical disc (UED) model to represent natural rock fractures , 2021, International Journal of Mining Science and Technology.

[4]  Donghui Chen,et al.  An analytical solution of equivalent elastic modulus considering confining stress and its variables sensitivity analysis for fractured rock masses , 2021, Journal of Rock Mechanics and Geotechnical Engineering.

[5]  Huie Chen,et al.  Study on Representative Volume Elements Considering Inhomogeneity and Anisotropy of Rock Masses Characterised by Non-persistent Fractures , 2021, Rock Mechanics and Rock Engineering.

[6]  K. Koike,et al.  Estimating fractured rock effective permeability using discrete fracture networks constrained by electrical resistivity data , 2021 .

[7]  Peihua Xu,et al.  Determination of representative volume element with consideration of linear anisotropy using geostatistics approach , 2020, European Journal of Environmental and Civil Engineering.

[8]  D. Elmo The concept of representative elementary length (REL) as an effective tool to study scale effects in rock engineering problems. , 2020, BOLETÍN GEOLÓGICO Y MINERO.

[9]  Jianye Chen,et al.  Buckling Failure Mechanism of a Rock Dam Foundation Fractured by Gentle Through-Going and Steep Structural Discontinuities , 2020, Sustainability.

[10]  Chun Tan,et al.  Determination of statistical discontinuity persistence for a rock mass characterized by non-persistent fractures , 2020 .

[11]  Peihua Xu,et al.  Two-Dimensional Discrepancies in Fracture Geometric Factors and Connectivity Between Field-Collected and Stochastically Modeled DFNs: A Case Study of Sluice Foundation Rock Mass in Datengxia, China , 2020, Rock Mechanics and Rock Engineering.

[12]  J. Fortin,et al.  Upscaling of Elastic Properties in Carbonates: A Modeling Approach Based on a Multiscale Geophysical Data Set , 2019, Journal of Geophysical Research: Solid Earth.

[13]  Shucai Li,et al.  A deterministic-stochastic identification and modelling method of discrete fracture networks using laser scanning: Development and case study , 2019, Engineering Geology.

[14]  Jianping Chen,et al.  A New Method for Three-Dimensional Fracture Network Modelling for Trace Data Collected in a Large Sampling Window , 2019, Rock Mechanics and Rock Engineering.

[15]  P. Ranjith,et al.  A new SPH-based continuum framework with an embedded fracture process zone for modelling rock fracture , 2019, International Journal of Solids and Structures.

[16]  Qing Wang,et al.  Identification of the Representative Volume Element at the Maji Dam Site Based on a Multisample Nonparametric Test , 2018, Rock Mechanics and Rock Engineering.

[17]  C. Juang,et al.  Minimum Scanline-to-Fracture Angle and Sample Size Required to Produce a Highly Accurate Estimate of the 3-D Fracture Orientation Distribution , 2018, Rock Mechanics and Rock Engineering.

[18]  Zhaofeng Tian,et al.  An iterative procedure for the simulation of the steady-state fluid flow in rock fracture networks , 2018, Engineering Geology.

[19]  Qingfa Chen,et al.  Study of the geometrical size effect of a fractured rock mass based on the modified blockiness evaluation method , 2018, Arabian Journal of Geosciences.

[20]  Ying Liu,et al.  Determination of Geometrical REVs Based on Volumetric Fracture Intensity and Statistical Tests , 2018 .

[21]  Zhechao Wang,et al.  Estimation of the REV Size and Equivalent Permeability Coefficient of Fractured Rock Masses with an Emphasis on Comparing the Radial and Unidirectional Flow Configurations , 2018, Rock Mechanics and Rock Engineering.

[22]  Hongyuan Liu,et al.  Scale effect in macroscopic permeability of jointed rock mass using a coupled stress–damage–flow method , 2017 .

[23]  Fenhua Ren,et al.  Evaluation of the anisotropy and directionality of a jointed rock mass under numerical direct shear tests , 2017 .

[24]  Peihua Xu,et al.  Determination of Representative Volume Element Considering the Probability that a Sample Can Represent the Investigated Rock Mass at Baihetan Dam Site, China , 2017, Rock Mechanics and Rock Engineering.

[25]  Yu Zhao,et al.  Estimation of the three-dimensional density of discontinuity systems based on one-dimensional measurements , 2017 .

[26]  Pengpeng Ni,et al.  Estimation of REV Size for Fractured Rock Mass Based on Damage Coefficient , 2017, Rock Mechanics and Rock Engineering.

[27]  Jianping Chen,et al.  Determining the critical slip surface of a fractured rock slope considering preexisting fractures and statistical methodology , 2017, Landslides.

[28]  Yinhe Zheng,et al.  Estimation of the REV size for blockiness of fractured rock masses , 2016 .

[29]  H. Tian,et al.  Estimation of Elastic Moduli of Non-persistent Fractured Rock Masses , 2016, Rock Mechanics and Rock Engineering.

[30]  Pengjiao Jia,et al.  Seepage–stress coupled analysis on anisotropic characteristics of the fractured rock mass around roadway , 2014 .

[31]  G. Rong,et al.  Permeability tensor and representative elementary volume of fractured rock masses , 2013, Hydrogeology Journal.

[32]  Jianping Chen,et al.  Determination of RVE with consideration of the spatial effect , 2013 .

[33]  A. Baghbanan,et al.  Effects of fracture geometry and stress on the strength of a fractured rock mass , 2013 .

[34]  Jianping Chen,et al.  Size effect of RQD and generalized representative volume elements: A case study on an underground excavation in Baihetan dam, Southwest China , 2013 .

[35]  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 .

[36]  Ying Zhang,et al.  Determination of Geometrical and Structural Representative Volume Elements at the Baihetan Dam Site , 2012, Rock Mechanics and Rock Engineering.

[37]  John Hadjigeorgiou,et al.  Estimating geometrical and mechanical REV based on synthetic rock mass models at Brunswick Mine , 2010 .

[38]  Quanlin Zhou,et al.  Field-scale effective matrix diffusion coefficient for fractured rock: results from literature survey. , 2007, Journal of contaminant hydrology.

[39]  Mahendra Singh,et al.  Empirical methods to estimate the strength of jointed rock masses , 2005 .

[40]  Ki-Bok Min,et al.  Determining the equivalent permeability tensor for fractured rock masses using a stochastic REV approach: Method and application to the field data from Sellafield, UK , 2004 .

[41]  Marta Castelli,et al.  Numerical study of scale effects on the stiffness modulus of rock masses , 2003 .

[42]  P. Kulatilake,et al.  Stochastic fracture geometry modeling in 3-D including validations for a part of Arrowhead East Tunnel, California, USA , 2003 .

[43]  Ki-Bok Min,et al.  Numerical determination of the equivalent elastic compliance tensor for fractured rock masses using the distinct element method , 2003 .

[44]  Pinnaduwa Kulatilake,et al.  Estimation of REV size and three-dimensional hydraulic conductivity tensor for a fractured rock mass through a single well packer test and discrete fracture fluid flow modeling , 2002 .

[45]  Pinnaduwa H.S.W. Kulatilake,et al.  EFFECT OF BLOCK SIZE AND JOINT GEOMETRY ON JOINTED ROCK HYDRAULICS AND REV , 2000 .

[46]  Ove Stephansson,et al.  Joint network modelling with a validation exercise in Stripa mine, Sweden , 1993 .

[47]  Yonggang Huang,et al.  Estimation of the elastic properties of fractured rock masses , 1993 .

[48]  Masanobu Oda,et al.  A METHOD FOR EVALUATING THE REPRESENTATIVE ELEMENTARY VOLUME BASED ON JOINT SURVEY OF ROCK MASSES , 1988 .

[49]  Richard E. Goodman,et al.  Determination of principal joint frequencies , 1985 .

[50]  P. Kulatilake Estimating Elastic Constants and Strength of Discontinuous Rock , 1985 .

[51]  Pinnaduwa Kulatilake,et al.  Estimation of mean trace length of discontinuities , 1984 .

[52]  S. Priest,et al.  ESTIMATION OF DISCONTINUITY SPACING AND TRACE LENGTH USING SCANLINE SURVEYS , 1981 .

[53]  R. J. Shanley,et al.  Delineation and analysis of clusters in orientation data , 1976 .

[54]  M. Parente,et al.  Multiscale Fracture Analysis in a Reservoir-Scale Carbonate Platform Exposure (Sorrento Peninsula, Italy): Implications for Fluid Flow , 2018 .