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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/s11071-011-9990-9

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ISSN

1434-453X

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Development of Rock Engineering SystemsBased Mode

Authors: Farhad Faramarzi Hamid Mansouri Mohammad Ali Ebrahimi Farsangi
Publish Date: 2013/08/17
Volume: 47, Issue: 4, Pages: 1291-1306
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Abstract

The environmental effects of blasting must be controlled in order to comply with regulatory limits Because of safety concerns and risk of damage to infrastructures equipment and property and also having a good fragmentation flyrock control is crucial in blasting operations If measures to decrease flyrock are taken then the flyrock distance would be limited and in return the risk of damage can be reduced or eliminated This paper deals with modeling the level of risk associated with flyrock and also flyrock distance prediction based on the rock engineering systems RES methodology In the proposed models 13 effective parameters on flyrock due to blasting are considered as inputs and the flyrock distance and associated level of risks as outputs In selecting input data the simplicity of measuring input data was taken into account as well The data for 47 blasts carried out at the Sungun copper mine western Iran were used to predict the level of risk and flyrock distance corresponding to each blast The obtained results showed that for the 47 blasts carried out at the Sungun copper mine the level of estimated risks are mostly in accordance with the measured flyrock distances Furthermore a comparison was made between the results of the flyrock distance predictive RESbased model the multivariate regression analysis model MVRM and also the dimensional analysis model For the RESbased model R 2 and root mean square error RMSE are equal to 086 and 1001 respectively whereas for the MVRM and dimensional analysis R 2 and RMSE are equal to 084 and 1220 and 076 and 1375 respectively These achievements confirm the better performance of the RESbased model over the other proposed models


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Other Papers In This Journal:

  1. Borehole Instability in Malmberget Underground Mine
  2. The Use of Infrared Thermography for Porosity Assessment of Intact Rock
  3. A nonlinear criterion for triaxial strength of inherently anisotropic rocks
  4. Modeling of Shales in Salt-Hydrocarbon Systems
  5. An Example of Realistic Modelling of Rock Dynamics Problems: FEM/DEM Simulation of Dynamic Brazilian Test on Barre Granite
  6. Comprehensive Stability Evaluation of Rock Slope Using the Cloud Model-Based Approach
  7. Wear Performance of Saw Blades in Processing of Granitic Rocks and Development of Models for Wear Estimation
  8. Determination of Poisson’s Ratio of Rock Material by Changing Axial Stress and Unloading Lateral Stress Test
  9. Hollow Cylinder Simulation Experiments of Galleries in Boom Clay Formation
  10. Micromechanical Modelling of Stress Waves in Rock and Rock Fractures
  11. ISRM Suggested Method for Monitoring Rock Displacements Using the Global Positioning System (GPS)
  12. Determination of Geometrical and Structural Representative Volume Elements at the Baihetan Dam Site
  13. Determination of Geometrical and Structural Representative Volume Elements at the Baihetan Dam Site
  14. Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting
  15. Some Open Issues on Rockfall Hazard Analysis in Fractured Rock Mass: Problems and Prospects
  16. Connectivity of Three-Dimensional Fracture Networks: A Case Study from a Dam Site in Southwest China
  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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