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Title of Journal: Geotech Geol Eng

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Abbravation: Geotechnical and Geological Engineering

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Kluwer Academic Publishers

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DOI

10.1007/bf00417326

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1573-1529

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Materials properties of barricade bricks for minin

Authors: Christopher C Berndt Kirralee J Rankine Nagaratnam Sivakugan
Publish Date: 2007/05/02
Volume: 25, Issue: 4, Pages: 449-471
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Abstract

Barricade bricks are fundamental to the safe operation of a mining site Past failures have lead to loss of life and reduced mine efficiency or even shut down The fundamental material property that determines the operational characteristics of barricade bricks is their permeability which must be tailored to suit the operational environment of the mine The ability of the barricade to control the hydraulic pressure within a stope application is crucial for safety and economic returns In the current work practical barricade bricks were tested for permeability As well the strength and modulus of bricks were measured after being soaked in water for either 7 or 90 days so that a measure of their engineering functionality could be determined The primary conclusions of this work are as follows There was substantial deviation in permeability between bricks however the average permeability of the barricade bricks was several orders of magnitude larger than the values obtained for the hydraulic fill This difference indicates that modelling efforts can assume that the barricade does not contribute to the pore pressure development within the fill Hence the drainage of the system is not related to the permeability of these bricks provided that the barricades are built from the bricks in such a way that the construction or future migration of fines from the fill does not impede the drainage performance


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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. Sensitivity Analysis of Coal Rib Stability for Internal Mine Dump in Opencast Mine by Finite Element Modelling
  4. Predicting Hysteresis of the Water Retention Curve from Basic Properties of Granular Soils
  5. Buckling of Piles under Liquefied Soil Conditions
  6. Desiccation Induced Shrinkage of Compacted Lateritic Soil Treated with Blast Furnace Slag
  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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