Multi-dimensional size effects and representative elements for non-persistent fractured rock masses: A perspective of geometric parameter distribution
暂无分享,去创建一个
Donghui Chen | Wen Zhang | Chun Tan | Wenliang Ma | Jia Wang | Zhenbang Nie | Qiaolin Sun
[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 .