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Title of Journal: Rock Mech Rock Eng

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Abbravation: Rock Mechanics and Rock Engineering

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Springer Vienna

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DOI

10.1016/0140-6701(95)97447-r

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ISSN

1434-453X

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Connectivity of ThreeDimensional Fracture Network

Authors: Yanyan Li Jianping Chen Yanjun Shang
Publish Date: 2016/07/28
Volume: 50, Issue: 1, Pages: 241-249
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Abstract

The hydraulic properties of a jointed rock mass are significantly controlled by fractures within the rock mass Connectivity of a fracture network is a measure of the extent to which fractures in the network are connected to each other and form flow paths which can be measured by the average number of intersections per fracture λ Ozkaya and Mattner 2003 the number of intersections per unit volume C1 Dershowitz et al 1998 and the intersection length per unit volume L1 Einstein and Locsin 2012 Evaluation of connectivity characteristics of naturally jointed rock masses is of great significance for some rock engineering designs such as the underground storage of spent nuclear fuel and the construction of dams at hydropower stations Li and Zhang 2010 In these activities improper assessment of connectivity may lead to considerable financial loss or social riskThis work was financially supported by the Strategic Priority Research Program of the Chinese Academy of Sciences No XDB10030100 the National Natural Science Foundation of China NSFC No 41372324 and China Postdoctoral Science Foundation funded project No 2015M580135 We are grateful to the editor and two anonymous reviewers for excellent reviews that helped to improve the manuscript


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Other Papers In This Journal:

  1. Development of Rock Engineering Systems-Based Models for Flyrock Risk Analysis and Prediction of Flyrock Distance in Surface Blasting
  2. Borehole Instability in Malmberget Underground Mine
  3. The Use of Infrared Thermography for Porosity Assessment of Intact Rock
  4. A nonlinear criterion for triaxial strength of inherently anisotropic rocks
  5. Modeling of Shales in Salt-Hydrocarbon Systems
  6. An Example of Realistic Modelling of Rock Dynamics Problems: FEM/DEM Simulation of Dynamic Brazilian Test on Barre Granite
  7. Comprehensive Stability Evaluation of Rock Slope Using the Cloud Model-Based Approach
  8. Wear Performance of Saw Blades in Processing of Granitic Rocks and Development of Models for Wear Estimation
  9. Determination of Poisson’s Ratio of Rock Material by Changing Axial Stress and Unloading Lateral Stress Test
  10. Hollow Cylinder Simulation Experiments of Galleries in Boom Clay Formation
  11. Micromechanical Modelling of Stress Waves in Rock and Rock Fractures
  12. ISRM Suggested Method for Monitoring Rock Displacements Using the Global Positioning System (GPS)
  13. Determination of Geometrical and Structural Representative Volume Elements at the Baihetan Dam Site
  14. Determination of Geometrical and Structural Representative Volume Elements at the Baihetan Dam Site
  15. Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting
  16. Some Open Issues on Rockfall Hazard Analysis in Fractured Rock Mass: Problems and Prospects
  17. Evaluating Variability and Uncertainty of Geological Strength Index at a Specific Site
  18. Hybrid Finite-Discrete Element Simulation of the EDZ Formation and Mechanical Sealing Process Around a Microtunnel in Opalinus Clay
  19. Experimental Anelastic Strain Recovery Compliance of Three Typical Rocks
  20. Significance of Geological Parameters for Predicting Water Inflow in Hard Rock Tunnels
  21. A Morphological Visualization Method for Removability Analysis of Blocks in Discontinuous Rock Masses
  22. Analysis of the Thermal and Hydraulic Stimulation Program at Raft River, Idaho
  23. Effects of Heat Shock on the Dynamic Tensile Behavior of Granitic Rocks
  24. New Rapid Evaluation for Long-Term Behavior in Deep Geological Repository by Geotechnical Centrifuge. Part 1: Test of Physical Modeling in Near Field Under Isotropic Stress-Constraint Conditions
  25. Slope Failures in the Opencast Coal Mines of Wardha Valley Coalfield in Central India: A Study
  26. System Reliability Assessment for a Rock Tunnel with Multiple Failure Modes
  27. Numerical Assessment of the Progressive Rock Fracture Mechanism of Cracked Chevron Notched Brazilian Disc Specimens
  28. Algorithmic Simulation of Flow in Rock Fractures

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