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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

10.1007/s10339-005-0008-8

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ISSN

1434-453X

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Evaluating Variability and Uncertainty of Geologic

Authors: Yu Wang Adeyemi Emman Aladejare
Publish Date: 2016/05/09
Volume: 49, Issue: 9, Pages: 3559-3573
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Abstract

Geological Strength Index GSI is an important parameter for estimating rock mass properties GSI can be estimated from quantitative GSI chart as an alternative to the direct observational method which requires vast geological experience of rock GSI chart was developed from past observations and engineering experience with either empiricism or some theoretical simplifications The GSI chart thereby contains model uncertainty which arises from its development The presence of such model uncertainty affects the GSI estimated from GSI chart at a specific site it is therefore imperative to quantify and incorporate the model uncertainty during GSI estimation from the GSI chart A major challenge for quantifying the GSI chart model uncertainty is a lack of the original datasets that have been used to develop the GSI chart since the GSI chart was developed from past experience without referring to specific datasets This paper intends to tackle this problem by developing a Bayesian approach for quantifying the model uncertainty in GSI chart when using it to estimate GSI at a specific site The model uncertainty in the GSI chart and the inherent spatial variability in GSI are modeled explicitly in the Bayesian approach The Bayesian approach generates equivalent samples of GSI from the integrated knowledge of GSI chart prior knowledge and observation data available from site investigation Equations are derived for the Bayesian approach and the proposed approach is illustrated using data from a drill and blast tunnel project The proposed approach effectively tackles the problem of how to quantify the model uncertainty that arises from using GSI chart for characterization of sitespecific GSI in a transparent mannerThe authors would like to thank the two anonymous reviewers for their constructive and valuable comments which helped to improve the quality of the paper The work described in this paper was supported by grants from the Research Grants Council of the Hong Kong Special Administrative Region China Project No 9042172 CityU 11200115 and Project No 8730035 CityU8/CRF/13G and a Strategic Research Grant from City University of Hong Kong Project No 7004178 The financial supports are gratefully acknowledged


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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. Connectivity of Three-Dimensional Fracture Networks: A Case Study from a Dam Site in Southwest China
  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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