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Title of Journal: Geotech Geol Eng

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Abbravation: Geotechnical and Geological Engineering

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Springer International Publishing

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DOI

10.1007/s10584-015-1401-7

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1573-1529

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Sensitivity Analysis of Coal Rib Stability for Int

Authors: Tushar Gupta Rajesh Rai Ashok Jaiswal B K Shrivastva
Publish Date: 2014/03/14
Volume: 32, Issue: 3, Pages: 705-712
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Abstract

The present paper discusses the impact of the geometrical parameters of the coal rib and the mine dump on the stability of the coal rib The geometrical parameters such as the slope angle the height of dragline dump the height of main dump the gradient of seam and the thickness of coal rib have been considered as input to the numerical model for the stability analysis of the coal rib Sensitivity analysis has been performed based on the results of the analysis in term of factor of safety of the coal rib The input parameters have been classified in terms of significance ie very high significance high significance medium significance and low significance The factor of safety is more influenced by highly significant parameters The height and the slope angle of dragline dump and the thickness of the coal rib are highly significant parameters for the stability of the coal rib The gradient of the seam is a medium significant parameter whereas height of main dump and the number of dragline cut dump are low significant parameters for stability of coal rib


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Other Papers In This Journal:

  1. Reduction of Expansive Index, Swelling and Compression Behavior of Kaolinite and Bentonite Clay with Sand and Class C Fly Ash
  2. Effect of interface characteristics on the influence coefficients of an embedded circular footing under horizontal and moment loading
  3. Predicting Hysteresis of the Water Retention Curve from Basic Properties of Granular Soils
  4. Buckling of Piles under Liquefied Soil Conditions
  5. Desiccation Induced Shrinkage of Compacted Lateritic Soil Treated with Blast Furnace Slag
  6. Materials properties of barricade bricks for mining applications
  7. Geotechnical Characterization of Compost Based Biocover Materials
  8. Time-Dependent Behaviour and Static Liquefaction Phenomenon of Sand
  9. A Modeling Approach for the Study of Contamination in a Fractured Aquifer
  10. Investigating the Effects of Local Contact Loss on the Earth Pressure Distribution on Rigid Pipes
  11. Acknowledgement of Reviewers
  12. Nonlinear analysis of multilayer extensible geosynthetic-reinforced granular bed on soft soil
  13. Horizontal Pullout Resistance for a Group of Two Vertical Plate Anchors in Clays
  14. Numerical Study of a Failure of a Reinforced Earth Retaining Wall
  15. Seismic Passive Earth Pressure on Walls with Bilinear Backface Using Pseudo-Dynamic Approach
  16. Uplift Capacity of Horizontal Strip Anchors in Cohesionless Soil
  17. Discussion on Principle of Super Position of Rate of Settlement in 2D and 3D Consolidations, Geotech Geol Eng. Doi 10.1007/s10706-015-9903-7 by Anjeshnu Trivedi and Ashutosh Trivedi
  18. Relationship Between Plastic Limit Values and Fine Fractions of Soils
  19. Development of a New Index to Assess the Rock Mass Drillability
  20. Reliability analysis of drilled shaft behavior using finite difference method and Monte Carlo simulation
  21. Extended Finite Layer Method for Semi-space Ground Analysis
  22. Foundation Stability of a Levee
  23. Effect of Arching on Uplift Capacity of Single Piles
  24. Effect of Arching on Uplift Capacity of Single Piles
  25. Undrained Shear Characteristics of Tropical Peat Reinforced with Cement Stabilized Soil Column
  26. Reliability Analysis of Quick Sand Condition
  27. Acknowledgement of Reviewers

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