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Morgantown, West Virginia 7/28/2009 – 7/30/2009. 28 th International Conference on Ground Control in Mining. Kazem Oraee, Navid Hosseini, Mehran Gholinejad. Coal Pillar Strength Based On The Ground Reaction Curve – A New Approach. Coal Pillars. Coal Pillars Strength Formula. - PowerPoint PPT Presentation
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28th International Conference on Ground Control in Mining
Morgantown, West Virginia7/28/2009 – 7/30/2009
Coal Pillar Strength Based On The Ground Reaction
Curve– A New Approach
Kazem Oraee, Navid Hosseini, Mehran Gholinejad
Coal Pillars
Coal Pillars Strength Formula Holland-Gaddy (1964)
Bunschinger (1876)
Salamon-Munro (1967)
Coal Pillars Strength Formula Bieniawski (1967)
Bieniawski (1968)
Holland (1973)
Coal Pillars Strength Formula Oraee-Hosseini (2007)
Coal Pillars Bearing Capacity
Width to Height Ratio (W/H) Uniaxial Compressive Strength of Intact
Coal
Ground Reaction Curve (GRC)
Coal Pillars
Solid (Stiff) Pillars The solid pillars remain in elastic behavior
phase and support the applied loads with their inner-core
Yield Pillars The yield pillars reaching the plastic behavior
phase, and by creating a pressure arch, transfer the applied loads to the abutments on both sides
The Typical GRC for Coal Pillar
Displacement →
W/H
Rat
io →
Critical Point
Elastic Zone
Plastic Zone
Pillar Design for Tabas Coal Mine
0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.020
2
4
6
8
10
Strain
W/H
Rat
io
Linear Phase (Elastic)
Non-Linear Phase (Plastic)
Coal Pillar Design Based on GRC
Linear Phase (Elastic)
Non-Linear Phase (Plastic)
Coal Pillar Design
Oraee-Hosseini (2007); Tabas Coal Mine, Iran
Linear Phase (Elastic)
Non-Linear Phase (Plastic)
ConclusionsThe presented new method, based on the GRC, can advantageously identify the elastic and plastic behavior phases and the critical point that is similar to yield point in the stress-strain curve, which denotes the transition of phase behavior. Therefore, this new approach can determine the elastic and plastic behavior phases of pillar based on the W/H ratio. Moreover, for each phase, a dedicated equation is presented. With measurement of coal pillar horizontal strain, that is done simply, and by using these new equations, the coal pillar strength is calculated accurately. Undoubtedly, the knowledge of coal pillar behavior phase with accurate estimation of coal pillar bearing capacity is the basis in coal pillar logical design. The new method for coal pillar design with applied approach is the general pattern in design of various pillars in underground mining methods elsewhere.
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